M.A. DeAtley Construction, Clarkston, WA

829 Evans Road, P.O. Box 490, Clarkston, WA 99403
Phone: (509) 751-1580, Fax: (509) 751-1922 E-mail

 

Landfill Development
Roosevelt Regional Landfill, Roosevelt, Washington
MSW Cells 7 through 15, Ash Cells E through H
Contracting Agency: Allied Waste
Annual Contracts Completed:
1999-2007
Construction of municipal solid waste and municipal solid waste ash landfill cells to strict Washington State regulatory standards. Cell sizes have ranged from 2.5 to 23.0 acres with excavation depths from 15 to 80 feet. Projects included topsoil, rock and overburden excavation, cell embankment and sub-grade preparation, placing of soil liner material, moisture conditioning, compacting, to an impervious specification; application of drainage aggregate, installation of HDPE leachate collection and transmission lines, and leak detection systems.  Current cells have been constructed using a geosynthetic clay liner as an alternative to the soil liner system.  Excavation over several years has exceeded 6 million cubic yards.
 
Stevens County Landfill, Kettle Falls, Washington
MSW
Cell 2 Construction & Leachate Pond #1
Contracting Agency:
Stevens County & CH2M Hill
Completion Date: 2006

Construction of an 11 acre municipal solid waste landfill cell and reconstruction of a leachate pond.  The project included 150,000 cubic yards of excavation, and 50,000 cubic yards of drain sand over a GCL and HDPE liner system.  Also included was leachate collection lines, leachate transmission line, along with leachate pumping and monitoring systems.  Special challenges for the project included working with the owner to develop excavation methods when perched water created over saturated conditions.

 

Missoula Landfill, Missoula, Montana
MSW Cells 6 & 7
Contracting Agency: Allied Waste

Annual Contracts Completed:  2004-2005

The multi faceted projects involved excavation of 1,000,000 cy of material for two municipal solid waste landfill cells; extension of vertical gas extraction wells and manholes, modification of drainage swales on an adjoining cell; construction of access roads, leachate collection and leak detection systems, application of protective soil cover, installation storm water culverts and drainage systems, and hydro-seeding.

 
Wasco County Landfill, Dalles, Oregon
MSW Cell 1A and Future Cell 3
Contracting Agency: Waste Connections, Inc.
Completion Date: 2003

This project included 500,000 cubic yards of excavation in the construction of two landfill cells. A 1.2 acre cell extension including GCL, HDPE liners and drain rock, was built for immediate use and a five acre cell was excavated for future needs.

 

Potlatch Pulp & Paperboard Mill, Lewiston, Idaho
Landfill Closure
Contracting Agency: Potlatch Corporation
Completion Date:  2000

Completion Date: 2000
 
Final cover to close Potlatch's powerhouse boiler ash landfill. The project included excavation, transportation, application, and compaction of approximately 67,000 cubic yards of soil cover, and construction of surface run off collection ponds. Attention to needs of the customer resulted in a win-win relationship, and expansion of work with this customer.
 

Asotin County Landfill, Clarkston, Washington
MSW Cell Construction
Contracting Agency: Asotin County

Completion Date:  1998
Asotin County Landfill, Clarkston, WA
The requirements of this job were to build a new waste disposal cell for Asotin County in Clarkston, Washington. The completed cell covers approximately 12 acres, 80 feet deep. The work involved over 650,000 cubic yards of excavation, installing geosynthetic clay lining, leachate pipe, as well as fencing and erosion control.
 
Pendleton Landfill, Pendleton, Oregon
Landfill Cell Closure
Contracting Agency: Sanitary Service Company
Completion Date: 1997 
 
Final cover to close the Pendleton municipal solid waste landfill. Required excavation, transport, application and compaction of soil cover, and construction of drainage systems to meet Oregon Department of Environmental Quality regulatory standards. the project was in a dry arid region with high daytime winds creating significant blowing dust. To compensate for the daytime winds and low water availability at the site a considerable amount of the work was done at night.
 
 
 
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