My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3618 W MUKILTEO BLVD SITE WORK FOR HARBORS EDGE TOWNHOMES 2025-10-27
>
Address Records
>
W MUKILTEO BLVD
>
3618
>
SITE WORK FOR HARBORS EDGE TOWNHOMES
>
3618 W MUKILTEO BLVD SITE WORK FOR HARBORS EDGE TOWNHOMES 2025-10-27
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/27/2025 11:03:45 AM
Creation date
6/17/2025 11:22:43 AM
Metadata
Fields
Template:
Address Document
Street Name
W MUKILTEO BLVD
Street Number
3618
Tenant Name
SITE WORK FOR HARBORS EDGE TOWNHOMES
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
572
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
UNIFIED SOIL CLASSIFICATION SYSTEM <br />GROUP <br />r <br />MAJOR DIVISIONS <br />GROUP NAME <br />SYMBOL <br />CLEAN <br />GW <br />WELL -GRADED, FINE TO COARSE GRAVEL <br />GRAVEL <br />GRAVEL <br />GRAVEL <br />GP <br />POORLY -GRADED GRAVEL <br />GRAINED <br />MORE THAN 50 <br />GM <br />OF COARSE FRACTION OF <br />SILTY GRAVEL <br />RETAINED ON <br />SOILS <br />NO.4 SIEVE <br />WITH FINES <br />GC <br />CLAYEY GRAVEL <br />SAND <br />CLEAN <br />SW <br />WELL -GRADED SAND, FINE TO COARSE SAND <br />SAND <br />SP <br />POORLY GRADED SAND <br />MORE THAN 50 % <br />RETAINED ON <br />MORE THAN 50 % <br />N0.200 SIEVE <br />OF COARSE FRACTION <br />PASSES NO.4 SIEVE <br />SAND <br />SM <br />I <br />SILTY SAND <br />WITH FINES <br />SC <br />CLAYEY SAND <br />FINE- <br />SILT AND CLAY <br />ML <br />SILT <br />INORGANIC <br />GRAINED <br />LIQUID LIMIT <br />CL <br />CLAY <br />LESS THAN 50 % <br />SOILS <br />ORGANIC <br />OL <br />ORGANIC SILT, ORGANIC CLA <br />SILT AND CLAY <br />MH <br />SILT OF HIGH PLASTICITY, ELASTIC SILT <br />INORGANIC <br />MORE THAN 50 <br />PASSES <br />LIQUID LIMIT <br />CH <br />CLAY OF HIGH PLASTICITY, FLAT CLAY <br />NO.200 SIEVE <br />50 % OR MORE <br />ORGANIC <br />OH <br />ORGANIC CLAY, ORGANIC SILT <br />HIGHLY ORGANIC SOILS <br />PT <br />PEAT <br />NOTES: <br />1) Field classification is based on visual <br />SOIL MOISTURE MODIFIERS: <br />examination of soil in general <br />accordance with ASTM D 2488-93. <br />Dry - Absence of moisture, dusty, dry to <br />the touch <br />2) Soil classification using labratory tests <br />is based on ASTM D 2488-93. <br />Moist - Damp, but no visible water. <br />3) Descriptions of soil density or <br />Wet - Visible free water or saturated, <br />consistency are based on <br />usually soil is obtained from i <br />interpretation of blowcount data, <br />below water table <br />EKH ( BIT <br />visual appearance of soils, and/or <br />test data. <br />E <br />i <br />;'PROJECT NUMBER <br />NELSON GEOTECHNICAL <br />No. <br />Date <br />Revision <br />By <br />CK fr <br />366502 <br />Strickland/Nielsen <br />-000 NC7A <br />ASSOCIATES, INC. <br />Soil Classification <br />GEOTECHNICAL ENGINEERS & GEOLOGISTS <br />, <br />srzsio3 <br />original <br />nw <br />DLM <br />1 <br />Figure 3 <br />' <br />17311-135th A— NE. A-500 <br />ftodf ft. WA 98072 <br />S-homlah County (425) 337-1669 <br />Wenatchee/Chelan (509) 784-2756 <br />� <br />(425) 486-1669 / Fax 481-2510 ahre.nelsongaotaN..com <br />
The URL can be used to link to this page
Your browser does not support the video tag.