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Beaver Water
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MEETING THE GROWING WATER NEEDS OF NORTHWEST ARKANSAS
Northwest
Arkansas, home of the Wal-Mart corporate offices, is one of the fastest growing
residential and commercial hubs of the central United States. The rapid growth
of this area challenges civil engineers to meet the growing demand for power and
water.
Beaver Water District treats and supplies a major portion of the drinking water for Bentonville and surrounding communities. The current facility has a capacity of 70 million gallons of water per day, with a demand that is growing by leaps and bounds. In response to this increasing demand for water, Beaver Water District has engineered and implemented an expansion project which will double the capacity of the existing treatment plant, with a built in capacity of an additional 60 million gallons per day if required in the future.
A team of
engineers, geologists, and general construction workers took on this substantial
project. Their objective was to take a piece of lake-front property and turn it
into a water pumping facility. The Beaver Water District’s intake facilities
expansion started in May, 2003 and is due for completion in March, 2005,
coinciding with the completion of Beaver Water District’s complete system
upgrade. The intake facilities expansion is a $13.4 Million project consisting
of two new structures; the raw water intake structure with its support
electrical building and the renovation of an existing prechlorination building.
Garney Companies, Inc. is the General Contractor for the Beaver Water District, Intake Facilities Expansion project. The project is designed and managed by MWH Americas, Inc., in association with Bennett/Staheli Engineers, Sacramento, CA and McGoodwin, Williams & Yates, Inc., Fayetteville, AR. Jim Holt, Garney’s Senior Project Manager, and Sandra Holt have temporarily relocated to Lowell, AR while this project is in progress. With Jim’s ability to efficiently delegate work and his local labor, he has the project well underway.
To access the
new water treatment plant site, it was necessary to clear and remove trees for
the construction of two roads off of the existing water treatment road. The
site then required a substantial amount of earthwork to remove all dirt and
material down to the bedrock. The objective was to clear an area large enough
to work and keep the slopes from sliding into the shafts, while minimizing the
amount of disturbed land. The twin shafts will contain the pumps that will feed
water from the lake to the treatment plant through a 60” line.
Dykon Blasting
Corp., Tulsa, OK, drilled and blasted these shafts through solid limestone and
shale. The 33-foot diameter shafts were blasted alternating from one to the
other, achieving 10-foot deep cuts each time. The outer walls of the shafts
were drilled and trim blasted to protect the walls of the shaft from over break
and produced picture-perfect, smooth walls in the limestone.
To meet the strict time line for this project, Garney’s skilled workforce used a crane for continuous movement of men, equipment, and materials back and forth between the two shafts. The shafts were excavated alternating from one to the other to maximize production and minimize the potential for damage to the other shaft.
In order to meet the rigid time table, Garney, with the use of their crane, assisted the excavation in one shaft while Dykon’s workforce drilled and prepared the blasting for the other.
Following the
excavation, Underground Services Corp., Kansas City, MO shored the walls,
installed rock bolts, chain link fence, and sprayed pumpable concrete on the
walls. Their work, although only a temporary fix, was a vital safety feature.
Shoring the walls kept rocks from falling off the walls as men worked in the
bottom, excavating and blasting the shafts. Working in these extremely confined
and wet conditions required two shifts, seven days a week to achieve the desired
production rate.
The
concrete-lined shafts are 30-foot in diameter, 95-feet deep, and will contain
eight 60-inch diameter lake-tap micro-tunnels. The micro-tunnels will supply
raw water to the shafts and range in length from 80-feet to 180-feet depending
upon the depth. By having different depths, different levels of water will be
able to be selected to fill the shafts. This will result in selecting the best
water quality at any given time. There is also one 60-inch diameter, 60-foot
long micro-tunnel used to connect the two shafts.
The lake-tap micro-tunnels reach out into the lake at various elevations. Square, stepped benches were prepared in the rocky lakeshore to give the micro-tunnels uninterrupted access to the lake water. Dykon Blasting Corp. expertise with underwater blasting was crucial for preparation of the stepped benches. The hard limestone and varying geological layers of the lakeshore added degrees of difficulty to the underwater drilling and blasting. The drilling was performed from a barge floating just off the lakeshore. The holes had to be loaded through PVC pipes acting as casings for the holes. The step benches were precisely cut into the side of Beaver Lake and excavated with a clam bucket and long reach excavator.
Garney
Companies, Inc. along with Dykon Blasting Corp., and Underground Services have
paved the way for the construction of the new water treatment plant. With the
shafts completely excavated and the substructure underway, Beaver Water District
will have a new raw water treatment plant in its near future.
We at Dykon Blasting would like to take this opportunity to express our gratitude to Garney Construction, MWH and the Beaver Water District for allowing us this unique opportunity to serve the area in this manner. We have made new friends and we hope to see them again in the future.
Article written by Randall Franklin
Project Pictures
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Garney Construction
(General Contractor) |
Montgomery, Watson &
Harza (Project Engineers) Dylan Wade (R.E.)
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Beaver Water District 479-756-3651 |
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