My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
9930 19TH AVE SE 2018-01-02 MF Import
>
Address Records
>
19TH AVE SE
>
9930
>
9930 19TH AVE SE 2018-01-02 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/14/2021 11:43:27 AM
Creation date
4/2/2017 3:14:46 PM
Metadata
Fields
Template:
Address Document
Street Name
19TH AVE SE
Street Number
9930
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.
/
152
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
LOG OF EXPLORATION <br />DEPTH USCS SOIL DESCRIPTION <br />TEST PIT FOUR <br />0.0-0.6 SM <br />DARK BROWN SILTY SAND WITH ROOTS, ORGANICS, BRANCHES (LOOSE <br />MOIST)(TOPSOIL <br />0.6-2.5 SM <br />BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL, ROOTS, SCATTERED <br />COBBLES (MEDIUM DENSE, MOIST) (WEATHERED" <br />2 5 - 4.0 SM <br />GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (DENSE, MOIST) (Q" <br />4.0-6.0 SPSM <br />GRAY SILTY FINE TO MEDIUM SAND TO FINE TO MEDIUM SAND WITH SILT, <br />GRAVEL, SCATTERED COBBLES (DENSE, MOIST) (OvQ <br />6.0-12.0 SM-ML <br />GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL INTERBEDDED WITH FINE <br />SANDY SILT WITH GRAVEL (VERY DENSE, MOIST) (QvQ <br />SAMPLES WERE COLLECTED AT 3.5, 5.5, 6.5, 9.5. AND 10.5 FEET <br />GROUND WATER SEEPAGE WAS NOT ENCOUNTERED <br />TEST PIT CAVING WAS NOT ENCOUNTERED <br />TEST PIT WAS COMPLETED AT 12.0 FEET ON 07-02-97 <br />TEST PIT FIVE <br />0.0-0.5 SM <br />DARK BROWN SILTY SAND WITH ROOTS, ORGANICS (LOOSE, MOIST) <br />(TOPSOIL <br />0.5-3.0 SM <br />BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL, ROOTS (LOOSE TO <br />MEDIUM DENSE, MOIST) (WEATHERED QvQ <br />3.0.7.0 SM <br />GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL AND COBBLES (DENSE TO <br />VERY DENSE, MOIST) (QvQ <br />7.0 -12.6 SM <br />GRAY SILTY FINE TO COARSE SAND WITH GRAVEL AND SCATTERED COBBLES <br />(DENSE, MOIST) (ova) <br />SAMPLES WERE COLLECTED AT 4.0. 6.5. 11.0 AND 12.0 FEET <br />GROUND WATER SEEPAGE WAS NOT ENCOUNTERED <br />TEST PIT CAVING WAS NOT ENCOUNTERED <br />TEST PIT WAS COMPLETED AT 12.6 FEET ON 07-02.97 <br />TEST PIT SIX <br />0.0-0.8 SM <br />DARK BROWN SILTY SAND WITH ROOTS, ORGANICS, TRACE GRAVEL (LOOSE, <br />MOIST)(TOPSOIL <br />0.8-3.5 SM <br />BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL, ROOTS (LOOSE TO <br />MEDIUM DENSE, MOIST) (WEATHERED QvQ ' <br />3.5-7.0 SM <br />BROWN -GRAY TO GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL, <br />COBBLES, AND SEAMS OF FINE TO MEDIUM SAND WITH SILT (DENSE TO VERY <br />DENSE, MOIST) (QvQ <br />7.0-12.4 MUSM <br />GRAY SILT WITH FINE SAND. GRAVEL, AND LENSES OF SILTY SAND WITH <br />GRAVEL (VERY DENSE, MOIST) (QvQ <br />SAMPLE WAS COLLECTED AT 11.0 FEET <br />GROUND WATER SEEPAGE WAS NOT ENCOUNTERED <br />TEST PIT CAVING WAS NOT ENCOUNTERED <br />TEST PIT WAS COMPLETED AT 12.4 FEET ON 07-02-97 <br />LMH NELSON-COUVRETTE d ASSOCIATES, INC. <br />FILE NO. 213497 <br />FIGURE 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.