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2026-0206 Cle Elum Transfer Station Project Manual
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2026-04-07 10:00 AM - Commissioners' Agenda
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2026-0206 Cle Elum Transfer Station Project Manual
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Last modified
4/2/2026 12:38:37 PM
Creation date
4/2/2026 12:23:36 PM
Metadata
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Template:
Meeting
Date
4/7/2026
Meeting title
Commissioners' Agenda
Location
Commissioners' Auditorium
Address
205 West 5th Room 109 - Ellensburg
Meeting type
Regular
Meeting document type
Supporting documentation
Supplemental fields
Item
Request to Approve an Agreement for Services with Gibson and Son for the New Entrance and Tank Replacement at the Cle Elum Transfer Station
Order
4
Placement
Consent Agenda
Row ID
143218
Type
Agreement
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SCJ Alliance MEMORANDUM <br />September 26, 2025 Project No. NWG0131 <br />Page 6 <br />References <br />Tabor, R.W., Waitt, R.B., Jr., Frizzell, V.A., Jr., Swanson, D.A., Byerly, G.R., and Bentley, R.D. <br />(Tabor et al.), 1982, Geologic map of the Wenatchee 1:100,000 quadrangle, central <br />Washington. 1:100,000, Miscellaneous Investigations Series Map I-1311. <br />Washington State Legislature (WSL), 2022, Washington Administrative Code (WAC) 296- <br />155.Updated July 19, 2022. <br /> <br />Limitations <br />Work for this project was performed for SCJ Alliance (Client), and this report was prepared <br />consistent with recognized standards of professionals in the same locality and involving similar <br />conditions, at the time the work was performed. No other warranty, expressed or implied, is made <br />by Geosyntec Consulting (Geosyntec). <br />Recommendations presented herein are based on our interpretation of site conditions, geotechnical <br />engineering calculations, and judgment in accordance with our mutually agreed-upon scope of <br />work. Our recommendations are unique and specific to the project, site, and Client. Application of <br />this report for any purpose other than the project should be done only after consultation with <br />Geosyntec. <br />Variations may exist between the soil and groundwater conditions reported and those actually <br />underlying the site. The nature and extent of such soil variations may change over time and may not <br />be evident before construction begins. If any soil conditions are encountered at the site that are <br />different from those described in this report, Geosyntec should be notified immediately to review <br />the applicability of our recommendations. <br />It is the Client's responsibility to see that all parties to this project, including the designer, <br />contractor, subcontractors, and agents, are made aware of this report in its entirety. At the time of <br />this report, design plans and construction methods have not been finalized, and the <br />recommendations presented herein are based on preliminary project information. If project <br />developments result in changes from the preliminary project information, Geosyntec should be <br />contacted to determine if our recommendations contained in this report should be revised and/or <br />expanded upon. <br />The scope of work does not include services related to construction safety precautions. Site safety is <br />typically the responsibility of the contractor, and our recommendations are not intended to direct <br />the contractor’s site safety methods, techniques, sequences, or procedures. The scope of our work <br />also does not include the assessment of environmental characteristics, particularly those involving <br />potentially hazardous substances in soil or groundwater. <br />All reports prepared by Geosyntec for the Client apply only to the services described in the <br />Agreement(s) with the Client. Any use or reuse by any party other than the Client is at the sole risk <br />of that party, and without liability to Geosyntec. Geosyntec’s original files/reports shall govern in <br />the event of any dispute regarding the content of electronic documents furnished to others.
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