My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
AIA 101 Agreement 08302024
>
Meetings
>
2024
>
09. September
>
2024-09-03 10:00 AM - Commissioners' Agenda
>
AIA 101 Agreement 08302024
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/3/2024 9:02:50 AM
Creation date
9/3/2024 8:43:00 AM
Metadata
Fields
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
190
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
DRILLING COMPANY: Holt Services, Inc. DATE STARTED: 3/1/2023 <br />DRILLING METHOD: Hollow Stem Auger, Mobile Drill B57 Track Rig. DATE COMPLETED: 3/1/2023 <br />SAMPLING METHOD: SPT w/ Autchammer LOGGED BY: V. Oskierko <br />LOCATION: See Figure 2. <br />5 <br />1 10 <br />1 15 <br />1 20 <br />1 25 <br />w <br />U <br />a <br />m <br />Z <br />H Nc <br />U <br />W <br />Z <br />h- <br />4 <br />F <br />c <br />Iw- <br />w <br />w <br />w�co <br />X <br />0 <br />DESCRIPTION N <br />a <br />o- g <br />O <br />0n <br />OL <br />Medium stiff, dark brown, sandy, organic SILT, moist. <br />= <br />(TOPSOIL) <br />CL <br />Soft, dark grayish brown, lean CLAY, moist, plastic. <br />(FINE-GRAINED ALLUVIUM) <br />CH <br />---------------------- <br />Very soft, fat CLAY, very moist. <br />Becomes sandy. <br />GP <br />Medium dense, brown, slightly silty, sandy, poorly graded <br />° <br />GM <br />GRAVEL, wet. <br />0 <br />DQ <br />Rough drilling from 10'-12.5' BGS. <br />o <br />(COARSE -GRAINED ALLUVIUM) <br />No recovery. <br />° <br />Rough drilling form 12.6-15' BGS. <br />O <br />Dense, grayish brown, slightly silty, poorly graded SAND, wet. <br />SP <br />SM <br />Exploration terminated at 16.5-feet below ground surface <br />(BGS) . Groundwater was encountered at 9.5' BGS. Borehole <br />abandoned with 3/8" bentonite chips. <br />A bulk sample of drill cuttings was taken while drilling from <br />approximately 0'-6 BGS and combined with a bulk sample <br />from BH-3 for particle -size determination, organic content, <br />and CBR testing. <br />S-1 <br />2-3-2 <br />S-2 <br />0-0-2 <br />S-3 <br />0-0-0 <br />S-4 <br />0-0-1 <br />V <br />S-5 <br />3-7-12 GS <br />S-6 <br />18-17-10 <br />S-7 <br />9-22-22 <br />NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated <br />and therefore may not necessarily be indicative of other times and/or locations. <br />Standard Penetration Test <br />(140 lb. weight, 30" drop) <br />Z <br />♦ Blows per foot O <br />1n 2n 3n 4n 5n w m <br />I <br />u <br />♦... <br />0 20 40 60 80 100 <br />Water Content (%) <br />Plastic Limit i 40 Liquid Limit <br />Natural Water Content <br />BORING: <br />Kittitas County Transfer Station BH-4 <br />M Geotechnical Investigation <br />Ellensburg, Washington PAGE: 1 of 1 <br />GEOSCIENCES INC. PROJECT NO.: 2022-188 FIGURE: A-5 <br />BORING-DSM 2022-188.GPJ 5111/23 <br />
The URL can be used to link to this page
Your browser does not support the video tag.