My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4703 GLENHAVEN DR 2016-01-01 MF Import
>
Address Records
>
GLENHAVEN DR
>
4703
>
4703 GLENHAVEN DR 2016-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/11/2017 4:17:21 PM
Creation date
2/11/2017 4:17:06 PM
Metadata
Fields
Template:
Address Document
Street Name
GLENHAVEN DR
Street Number
4703
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.
/
98
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
;� I <br /> ( � BORING LOG � <br /> I B-4 �� <br /> � <br /> � <br /> I Approximete Ground Surfece Elevation: penetretion Resistance O1 I <br /> Sam le Oal_ � Piezomeler <br /> SoilProfile P _i (Bbwslfoot-�) m <br /> — 10 20 30 40 50 50. � Installetion- <br /> — �� _ ,._�__..__-�_�-- r Ground Weter <br /> I y I rq MoisWre Content 8 Date <br /> DoscripUon u$ �B � � I W yp � (Percenl•�) �° l0apth in Feeq <br /> � � y m rn � a 10 20 30 40 50 50• J <br /> I <br /> I ' M <br /> Brown sflry sand(very Ioose,moisQ(TOMoII) —I SM z ` \ I 359L �, <br /> grown�ray siR(medium s6ff,moist towet) (FIIL) .��,�;5�� 7 � � M �I <br /> I (hackled) � .. I 39 ... I <br /> 1 II ,,I�' ML � 5 �5 ♦ I <br /> I - - - - - - - - - - - - - - - --. - - - � 3 � I <br /> Leyered browmgray silt(hard,moisq(layared) M� 35 ' I� <br /> � <br /> I - - - - - - - - - - - - - - - -I—^ — , 10 . . .I � 10 I <br /> Gray sitty fine sand(very dense,moist)(layered) 19� I <br /> - � --- SM 5�. . <br /> I — — — — — — — — — — — — -- — — —I� �' — . <br /> Gray,fine send(very dense,moisq — .., I SP 2f>I : � M <br /> ML� 50-5' I <br /> � Dark brown sitt wilh fine sand(hard,moist) _ _ _ _ _ _ _ I25% t5 � <br /> 26l �5 � <br /> Orenge�graY sitt with fine sand(herd,moisq µ� � 50-5' � <br /> IBoring terminated below existing grade al 16A feel on I I I <br /> 12/22I06.Groundwater seepage was encountered at I <br /> 6.0 feet during drilling. <br /> I <br /> 20 20 <br /> i <br /> I25 . . _ .. . 25 <br /> I <br /> I i r <br /> - d PVC Pipe Concrete M Moisture Contenl <br /> � LEGEND Bentonite A Atterberg <br /> � � Slotted PVC Pipe G Grain-sae Matysis <br /> � �� Depth Drivon and Amounl Recovered MonumenU Cap Netive Soil OS Direcl Shear <br /> � , with 2•inch O.D.Splil-Spoon Sampler c. �o p�ezometer PP Pocket Penetromeler Roadings,tons/fl � <br /> �. I Sllka Sand p Semple Pushed �5 � <br /> j Depth Driven end Amounl Recovered * Llquid Limft = yyaler Level T Triazial � <br /> I ,with 3-inch Shelby Tube Sampler t ploslic Limil t mey ere notne�e++„N <br /> NotE�suonud.w wndnbna eevk�ea nv�em aur oo.er�,m�u m m•ume.m wcetwn a tnn e.pm;ory rob.�oamaa or englcerM on mr qp.�e.ro WCv^^e^ <br /> reprosenutNe N etner imes ona bcetbns.we cenrot eueyi�W N��M br Ne use or Interpre�atnn Ey otnas d Nlametia�P�^� <br /> 1 ProjectNumber NELBON GEOTECHNICAL No.IDale Revlalon By �CK ^ <br /> �� A9SOCIATES� INC. � I ��r o� �mv eo g, <br /> 755706 Aghaghafar Residence N G A „� ep <br /> — BO�In9 LO9 G[OT[CNNICAL ENGIN[ERB 6 G[OLOGIBT� I vlPUt I�Ma Q <br /> F19Uf@ �� m��.�an��.rt.wen ��r�w�ir�en <br /> I _ - Wm1r.r.Wl�M�f1 �Opp� 2 <br /> Page 1 of 1 '�'��„""��,�,� <br />
The URL can be used to link to this page
Your browser does not support the video tag.