My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3301 SEAWAY BLVD WHOLE SITE 2025-10-30
>
Address Records
>
SEAWAY BLVD
>
3301
>
WHOLE SITE
>
3301 SEAWAY BLVD WHOLE SITE 2025-10-30
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/30/2025 8:09:23 AM
Creation date
6/4/2019 9:20:56 AM
Metadata
Fields
Template:
Address Document
Street Name
SEAWAY BLVD
Street Number
3301
Tenant Name
WHOLE SITE
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.
/
403
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
PMG-P5 <br />SAMPLE DATA <br />SOIL PROFILE <br />GROUNDWATER <br />E <br />Drilling Method- Geoproben" <br />Piezometer Detail <br />c <br />0 <br />Z <br />4)m Z <br />a <br />6 <br />Ground Elevation (#t) 286.72 <br />6 <br />J <br />2In <br />m e <br />E <br />o <br />o <br />m <br />0 <br />Drilled By: Cascade DrillingInc. <br />m <br />o <br />w <br />to ad <br />m <br />m <br />H <br />C) <br />D <br />- 0 <br />5M <br />Brown, silly, fine to coarse SAND with <br />roots and decomposing wood debris <br />285 <br />(loose, moist) (topsoil) <br />monument with <br />locking cap <br />M <br />"'—Bentonite chips <br />SM <br />Brown, silty, fine to coarse SAND with <br />ATD <br />2112 Colorado sand <br />gravel and roots (medium dense, <br />pack <br />5 <br />SM <br />\saturated)FiLL— <br />Tan, fine to coarse SAND with sift and <br />280 <br />gravel (medium dense, saturated) <br />51 <br />0W <br />=15 <br />GS <br />FILL <br />Collected soil sample PMG-P5 (5-10) <br />3/4 inch diameter, <br />Prepack well <br />5-10 ft BGS <br />(0.0104nch slot size) <br />Collected groundwater grab sample <br />-10 <br />PMG-P5 (5-9) at 5-9 fL BGS <br />SP <br />Dark grey, fine to medium SAND <br />i <br />275 <br />(medium dense, saturated) <br />i3 <br />(ESPERANCE SAND) <br />- <br />15 <br />270 Collected groundwater grab sample <br />13 PMG-P5 (15-18) at 1549 ft BGS <br />265 Collected groundwater grab sample <br />i3 PMG-PS (20-24) at 20-24 ft. BGS <br />L <br />CL Grey, silly, CLAY with 114 in. thick <br />L <br />tarn 6uons (very dense, well <br />25 Boring Completed 03/24/10 {ESPER/WCE SAND Piezometer Completed 03/24/10 <br />Total Depth of Boring = 24,0 ft. <br />J <br />J_ <br />W <br />W <br />O <br />�q <br />a <br />0 30 <br />W <br />it 40 <br />N Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br />2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br />3. Refer to "Soil Classification System and Key' figure for explanation of graphics and symbols. <br />Powder Mill Gulch Log of Piezometer PMG-P5 <br />LANDAU Everett, Washington 3- <br />ASSOCIATES <br />
The URL can be used to link to this page
Your browser does not support the video tag.