My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002392
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
15
>
3500 - Local Oversight Program
>
PR0545195
>
ARCHIVED REPORTS_XR0002392
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/23/2020 3:33:19 PM
Creation date
1/23/2020 3:08:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002392
RECORD_ID
PR0545195
PE
3528
FACILITY_ID
FA0002915
FACILITY_NAME
TRACY MARKET INC
STREET_NUMBER
15
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21435004
CURRENT_STATUS
02
SITE_LOCATION
15 E GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
71
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
1AW ALT & WITZIG ENGI ZERING, INC. <br /> Project NameArn� Pro3eet No. _ r�7a <br /> Site Edgerton Ohio <br /> Borzn9 B-5 <br /> Surface Elevation Driller S_ c <br /> Date Started 6-12-90 Groundwater Level <br /> Date Completed 6-1290 ft on Campletson <br /> Weather Cloudv Not f at hrs <br /> Doring Method 11 5 ft at 24 hrs <br /> DePth Blow Counr Reco <br /> Descrireion fr 1 Sarapl v� Remarks <br /> �J-�5 rON1 <br /> - HNU Readings <br /> J <br /> Town Very Sandy CLAY 1SS No Sample <br /> 3 2 <br /> 2S5 7-6-9/6 70 35 <br /> rows Medium Coarse SAND w/Clay <br /> 3SS 4-3-3/4 70 2 <br /> Brown very Sandy CLAY <br /> 4SS 2-2-1/2 90 2 <br /> 9 0 <br /> l0 5SS 2-2-3/3 B0 2 <br /> Black Sandy CLAY w/wet Sand Seams 6SS 2-3-4/4 95 7 <br /> 7SS 2-3-4/b 90 4 <br /> 14 5 <br /> Brown Clayey SILT w/some Sand 15 <br /> Gravel, with wet Sand Seams ass <br /> 3 3-5-5/7 90 3 <br /> Gray Soft Clayey SILT w/some Sand b 9SS <br /> Gravel 14-5-6/6 so 3 <br /> loss <br /> ND <br /> Y Boring terminated at 20 0 feet <br /> Page- S2 <br /> 89 <br />
The URL can be used to link to this page
Your browser does not support the video tag.