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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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KITTITAS COUNTY SOLID WASTE ON-CALL <br />CLE ELUM TRANSFER STATION TANK REPLACEMENT <br /> SEPTEMBER 2025 Wastewater Tanks <br /> 333413 - 2 <br /> <br />2.03 ACCESSORIES <br />A. 20 inch inside diameter manway <br />B. 2 pumper ports <br />C. Inlet pipe. <br />D. Manhole cover and framing: frame, skirt, and cover shall be constructed of steel or cast iron <br />with a water tight fit. Cover and frame shall be 36 inch diameter or larger to allow access to the <br />manway cover. H-20 vehicle load rated. <br />E. Riser sump and lid: 42 inch diameter fiberglass riser sump and removable lid. The assembly <br />shall form a water proof barrier to any ground or surface water. <br />F. Pumper port cover and framing: Leak proof, 18 inch diameter, with steel skirt and steel or cast <br />iron cover. H-20 vehicle load rated. <br />G. Vent piping: ASTM D1785, Schedule 80, Poly(Vinyl Chloride) (PVC), bell and spigot style <br />solvent sealed joint end. <br />H. Alarm system: re-use existing underground storage tank alarm system. Provide new conduit to <br />match existing removed for excavation. <br />PART 3 EXECUTION <br />3.01 EXAMINATION <br />A. Verify that sanitary sewer connection, size, location and invert are as indicated. <br />3.02 EXCAVATING AND TRENCHING <br />A. See Section 312316 and Section 312316.13 for general requirements. <br />B. Hand trim excavation for accurate placement of tank and pipe to elevations indicated. <br />3.03 TANK INSTALLATION <br />A. Install in accordance with applicable local codes and manufacturers instructions. <br />B. Install frame and cover above holding tank with concrete thrust collar to absorb H-20 vehicle <br />loads. Isolate ring and cover from tank so vehicle wheel loads do not damage the tank. <br />C. Install deadman anchors per manufacturers instruction. <br />3.04 CONNECTING PIPE AND CONDUIT INSTALLATION <br />A. Install pipe, fittings, and accessories in accordance with ASTM D2321 and per manufacturer’s <br />instructions. <br />B. Slope sanitary sewer inlet piping minimum of 1/4 inch per foot (19 mm per m). <br />C. Install detectable marking tape continuous buried 12-inches above pipe and conduit. <br />3.05 TESTING <br />A. Sanitary sewer piping shall be cleaned and pressure tested per WSDOT standard specification <br />section 7-17. Defects which appear as a result of the testing shall be corrected and the system <br />or section retested. <br />B. Test holding tank per manufacture’s instruction. <br />3.06 PROTECTION <br />A. Protect all materials installed from damage or displacement until backfilling operation is in <br />progress. <br />END OF SECTION
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