My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
10105 19TH AVE SE Geotech Report 2018-01-02 MF Import
>
Address Records
>
19TH AVE SE
>
10105
>
Geotech Report
>
10105 19TH AVE SE Geotech Report 2018-01-02 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2022 1:30:03 PM
Creation date
6/3/2020 8:51:33 AM
Metadata
Fields
Template:
Address Document
Street Name
19TH AVE SE
Street Number
10105
Address Document Type
Geotech Report
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
34
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
r � <br /> � LOG OF EXPLORATION <br /> I <br /> DEPTH(FEEn USC SOIL DESCRIPTION <br /> TEST PIT ONE . <br /> 0.0-0.8 TOPSOtL <br /> 0.8-1.5 SM BRdWN <Y FlNE TO COARSE S1WD WfTH f3RAVEL (A,EpIUM pE11$E, WEn <br /> (YYEATlIERED TILL) <br /> I 7•5-1.0 SM GRAY SILTY FINE TO COARSE SAND WITH GRAVEL (MEDIUM DENSE TO DENSE, <br /> MOIST TO WET)(nu) <br /> SAMPLE WAS COLLECTED AT�.0 FEET <br /> I SLIOHT(iROUND WATER SEEPAOE WAS ENCOUNTERED AT 3.8 FEET <br /> TEST P�T CAVINGI WAS NOT ENCOUNTERED <br /> TEST PIT WAS COMPLETED AT�.0 FEET ON?!!/02 <br /> TE9T P�T NVO <br /> 0.0-12 TOPSOIL <br /> 1.2-2.8 SM BROWN SILTY FINE TO COARSE SAND W�TM f3pqVEL (MEDIUM DENSE, MOISn <br /> � - (YYEATHERED TILL) <br /> 2.8-42 SM GRAY SILTY FINE TO COARSE SAND WITH 6RAVEL (MED�UM DENSE TO DENSE, <br /> Moisn rnu� <br /> SAMPLE VNAS COLLECTED AT 4.0 FEET � <br /> OROUND WATER SEEPAGE WAS NOT ENCOUNTERED � <br /> " TEST PIT CAVIN(i WAS NOT ENCOUNTERED <br /> TEST PIT WqS COMPLETED AT 4.2 FEET ON 4/7/02 <br /> �_ TESTPITTHREE <br /> 0.0-C..5 • TOPSOIL <br />.��. � 0.5-2.0 SM BROWN SILTY FINE TO COARSE SAND WITF1 pRAVEL (MEDIUM DENSE, WE� <br /> (YVEATHERED TILL) <br />� 2.0-4.2 SM ORAY SILTY FINE TO COARSE SAND WRH ORAVEL (MEDIUM DENSE TO DENSE, <br /> L �eoisn�riu� <br /> SAMPLES VYERE COLLECiED AT 1.8 AND 4.2 FEET � <br /> MODERATE GROUND WATER SEEPAf3E WAS ENCOUNTERED AT 2.0 FEET <br /> TEST PIT CAVINO WAS NOT ENCOUNTERED <br /> ' TEST PIT WAS COMPLE7ED AT 42 FEET ON 2/7102 <br />_� TEST PIT FOUR <br /> i � I 0.0-0.8 TOPSOIL , <br /> 0.8-1.9 SM 6ROWN SILTY FINE TO COARSE SAND WITH GRAVEL(LOOSE TO MEDIUM DENSE, '� <br /> MOISn(1NEATHERED TILL) ��. <br /> � 1.9-6.5 SM GRAY SILTY FINE TO COARSE SAND WITH CaRAVEL (MEOIUM DENSE TO DENSE, ' <br /> � Moisn�nu� <br />� SAMPLE WAS COLLECTED AT 6.5 FF.ET <br /> i SUGHT TO MODERATE GROUND WATER SEEPAGE WAS ENCWNTERED AT 1.9 <br /> FEET <br /> TEST PIT CAVING WAS NOT ENCOUNTERED <br /> TEST PIT WAS COMPLETED AT 8.5 FEET ON Y7/02 <br /> I <br /> I <br /> I TRC NELSON GEOTECHNICAL ASSOCIATES,INC. <br /> Fi�No�seoz �� <br /> FIGURE 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.