My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
5200 EVERGREEN WAY 2019-05-29
>
Address Records
>
EVERGREEN WAY
>
5200
>
5200 EVERGREEN WAY 2019-05-29
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/29/2019 11:54:50 AM
Creation date
5/29/2019 10:32:21 AM
Metadata
Fields
Template:
Address Document
Street Name
EVERGREEN WAY
Street Number
5200
Notes
GEOTECHNICAL REPORT INCLUDED
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.
/
238
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
0►'. asso lat d Exploration Log <br /> 9 earth sciences Project Number Exploration Number Sheet <br /> `'t. incorporated 160594V003 EB-1 2of2 <br /> Project Name Former Brien Ford Ground Surface Elevation(ft) <br /> Location Everett.WA Datum N/A <br /> Driller/Equipment Cascade/Truck Mounted HSA Date Start/Finish 4/28/17 4/28/17 <br /> Hammer Weight/Drop 140#/30" Hole Diameter(in) 8 inches <br /> _ c <br /> ✓ N o O ,t fA <br /> :c N . N Blows/Foot <br /> ▪ S E i �Qiu3 <br /> T in c9 to o is m t <br /> DESCRIPTION ° 10 20 30 40 ° <br /> • <br /> _ •. Slightly moist,gray-brown,fine to medium SAND,trace silt,trace gravel; 20 <br /> – 45 S-g slightly cemented;faintly laminated(SP). 355 A85 <br /> • <br /> S-10 •" Slightly moist to moist,gray-brown,fine to medium SAND,some silt,trace 50 4" A50/4" <br /> to some gravel(SP-SM) <br /> – 50 Slightly moist to moist,brownish gray,silty,fine to medium SAND to sandy <br /> SILT,some gravel;cemented(SM-ML). <br /> • <br /> I S-119.-9 Very moist to wet,gray-brown,silty,fine GRAVEL,some sand(GP). 5334 Aso/E^ <br /> Very moist to wet,brownish gray,silty,gravelly,fine to coarse SAND; <br /> – 55 cemented(SM). <br /> • <br /> • <br /> Pre-Fraser Fine-Grained Sediments <br /> S-12 Slightly moist,dark bluish gray,SILT,some coarse sand(dropstones); 13 A28 <br /> – 60 — massive(ML). 15 <br /> Slightly moist,greenish gray,SILT,some gravel,trace sand;massive; 8 <br /> S-13 cemented(ML). 22 A47 <br /> – 65 25 <br /> Bottom of exploration boring at 65 feet <br /> No ground water encountered. Little seepage at—53.5 feet. Backfilled with <br /> bentonite. <br /> – 70 <br /> – 75 <br /> o- <br /> N <br /> T <br /> W <br /> a. <br /> a. <br /> M <br /> >4 Sampler Type(ST): <br /> 8 LL 2"OD Split Spoon Sampler(SPT) ❑ No Recovery M-Moisture Logged by: KMA <br /> ] 3"OD Split Spoon Sampler(D&M) F Ring Sample Water Level() Approved by: JHS <br /> w J Grab Sample Q Shelby Tube Sampler Water Level at time of drilling(ATD) <br />
The URL can be used to link to this page
Your browser does not support the video tag.