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A-1 Landscaping and Construction, Inc. 7/20/2016
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A-1 Landscaping and Construction, Inc. 7/20/2016
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Last modified
6/23/2017 10:01:15 AM
Creation date
7/25/2016 11:25:59 AM
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Contracts
Contractor's Name
A-1 Landscaping and Construction, Inc.
Approval Date
7/20/2016
Council Approval Date
6/22/2016
Department
Public Works
Department Project Manager
Tom Hood
Subject / Project Title
Riverfront Development North Wetland Complex
Public Works WO Number
RD-3312
Tracking Number
0000177
Total Compensation
$598,750.00
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
A-1 Landscaping & Construction, Inc. 6/22/2017 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Agreement\Professional Services (PSA)
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I <br /> iWashington Department of Natural Resources <br /> Derelict Creosote Piling Removal <br /> ' Best Management Practices <br /> For Pile Removal & Disposal <br /> The following Best Management Practices (BMPs) are adapted from EPA guidance (2005), <br /> Washington State Department of Transportation (WSDOT) methods and conservation activities <br /> as included in Joint Aquatic Resources Protection Application (JARPA) 2005, and Washington <br /> State Department of Resources (WADNR) "Standard Practice for the Use and Removal of <br /> Treated Wood and Pilings on and from State-Owned Aquatic Lands" 2005, as well as <br /> WADNR's practical experience through managing piling removal projects since 2006. <br /> The purpose of these BMPs is to control turbidity and sediments re-entering the water column <br /> during pile removal, and prescribe debris capture and disposal of removed piles and debris. <br /> BMP 1. PILE REMOVAL <br /> Crane operator shall be experienced in pile removal. Piles will be removed slowly. This will <br /> ' minimize turbidity in the water column as well as sediment disturbance. Pulled pile shall be <br /> placed in a containment basin to capture any adhering sediment. This should be done <br /> immediately after the pile is initially removed from the water. <br /> A. Vibratory extraction <br /> 1) This is the preferred method of pile removal. Vibratory extraction shall always be <br /> employed first unless the pile is too decayed or short for the vibratory hammer to grip. <br /> 2) The vibratory hammer is a large mechanical device (5-16 tons) that is suspended from a <br /> crane by a cable. The hammer is activated to loosen the piling by vibrating as the piling is <br /> pulled up. The hammer is shut off when the end of the piling reaches the mudline. Vibratory <br /> extraction takes approximately 15 to 30 minutes per piling depending on piling length and <br /> sediment condition. <br /> 3) Operator will "Wake up"pile to break up bond with sediment. <br /> • Vibrating breaks the skin friction bond between pile and soil. <br /> • Bond breaking avoids pulling out a large block of soil—possibly breaking off the pile in <br /> the process. <br /> • Usually there is little or no sediment attached to the skin of the pile during withdrawal. <br /> In some cases material may be attached to the pile tip, in line with the pile. <br /> B. Direct Pull <br /> 1) This method is optional if the contractor determines it to be appropriate for the substrate <br /> type, pile length, and structural integrity of the piling. Vibratory extractor must be attempted <br /> ' first unless there is risk of greater disturbance of sediments. <br /> I <br /> 1 Updated 3/19/2013 <br /> I <br />
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