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AIA 101 Agreement 08302024
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2024-09-03 10:00 AM - Commissioners' Agenda
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AIA 101 Agreement 08302024
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Last modified
9/3/2024 9:02:50 AM
Creation date
9/3/2024 8:43:00 AM
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Template:
Meeting
Date
9/3/2024
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 a Contract with Belsaas & Smith Construction for the Lower Valley Transfer Station
Notes
Lower Valley TS Contract signed by contractor
Order
11
Placement
Consent Agenda
Row ID
121755
Type
Contract
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PRQJF-CT NUMBER: 13ORING NUMBER: <br />D3396900 I B-3 SHFI;T f OF 9 <br />SOIL BORING LOG <br />PROJECT: Kittilas County Transfer Station Site, Eltensbur , WA LOCATION: Lat: 47.014915°1 Long; -120,590164, <br />ELEVATION! TB❑ DRILLING CONTRACTOR: Hax-Toch DnPirig, Nampo, Id ho <br />❑RILLING METHOD AND E UIPMENT : Hollow Stem Auger, OD = $ iriche5 ID = 4.5 In h s <br />Whirr-R 1 F'l1Pl q • F cin ff h— ATART 7191171) 10,0o FN0 : 70117.0 11:35 LOGGER: Yousser B, <br />DEPTH BELOW GROUND SURFACE (11) <br />STANDARD <br />SOIL DESCRIPTION <br />COMMENTS <br />INTERVAL (ft} <br />PENETRATION <br />TEST RESULTS <br />SOIL NAME, USGS GROUP SYMBOL, COLOR, <br />DEPTH Or CASING, DRILLING RATE, <br />RECOVERY t1l} <br />MOISTURE CONTENT, RELATIVE DENSITY OR <br />DRILLING FLUID LOSS, TESTS, AND <br />#TYPE <br />CONSISTENCY, SOIL STRUCTURE, MINERALOGY <br />INSTRUMENTATION <br />8" 8" 8' <br />(N) <br />0.00 <br />L <br />2.4-4 <br />brown, dry, medium Stiff, low plasticity <br />0.517 <br />5S-1 <br />(SI <br />1,50 <br />5 <br />5,00 <br />POORLY GRADED SAKI] WITH GRAVEL f3P1 <br />12-20-17 <br />brown and gray, wet, dense <br />0.60 <br />SS-2 <br />(37) <br />8,54 <br />Orlller Note: Ground water at about 6.9 ft below <br />ground surface <br />10 <br />10.00 <br />Similar to SS-2 <br />0.60 <br />SS-3 <br />121$-20 <br />(38) <br />11,50 <br />Driller Note: rounded gravels (medium to large in <br />size) and small cobbles are noticed in small <br />quantity near the bottom of the boring. <br />15 <br />15,00 <br />Similar l0 SS-3, but very dense <br />0.74 <br />SS-4 <br />13.28-44 <br />(72) <br />16.50 <br />20 <br />
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