My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0008270
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
S
>
SAN JUAN
>
620
>
3500 - Local Oversight Program
>
PR0543728
>
ARCHIVED REPORTS XR0008270
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/6/2018 9:20:51 AM
Creation date
9/6/2018 9:13:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0008270
FileName_PostFix
XR0008270
RECORD_ID
PR0543728
PE
3528
FACILITY_ID
FA0005008
FACILITY_NAME
PCI-PAINTING
STREET_NUMBER
620
Direction
N
STREET_NAME
SAN JUAN
City
STOCKTON
Zip
95203
APN
13339001
CURRENT_STATUS
02
SITE_LOCATION
620 N SAN JUAN
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
53
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 BOR NG SB7 <br />PROJECT CORRIGAN PROPERTY LOCATION <br />WELL <br />620 SAN JUAN DRIVE, STOCKTON <br />CA <br />PROJECT NO. . W0941.90 <br />DATE DRILLED 01 <br />28 93 LOGGED BY <br />TOM LUTTERMAN <br />REVIEWED BY GREG STAHL - RG No _302,3 <br />DRILLING COMPANY <br />SPECTRUM EXPLORATION DRILLER VAN LEONARD <br />METHOD <br />HOLLOW STEM AUGER <br />BORE HOLE DIAMETER 6 to DEPTH DRILLED <br />7 FT DEPTH TO WATER <br />INITIAL -- <br />- -6 Fr STATICN� � � FT <br />CASING TYPE NA <br />DIAMETER - IN <br />SCHEDULE - <br />INTERVAL <br />- FT TO _ -- Fr- <br />LSCREEN <br />SCREENTYPE NA <br />DIAMETER IN <br />SLOT SIZE - IN <br />INTERVAL <br />-EL TO FT <br />FILTER PACK TYPE <br />NA <br />CP—S87-5' CL/MH <br />3 <br />INTERVAL <br />- FT TO Fl <br />SURFACE SEAL TYPE <br />NEAT CEMENT OVER -3' OF BENTONITE <br />INTERVAL <br />0 FT TO 85 FT - <br />COMMENTS <br />6 <br />F? <br />PAGE I OF-11- <br />WELL <br />DETAIL <br />DEPTH <br />FT <br />PID <br />PPM <br />US C. <br />BLOWCOUNT LOG <br />DESCRIPTION <br />0-0 4' ASPHALT <br />Z <br />0 4-8 5' LEAN CLAY, <5R FN. SA—SR. PRLY GRDO SNA, >95x FNS. M DRY <br />STRNGTH N DLTNCY, M TGHNSS. M—H PLST; V STIFF. DRK YLLW BRN. <br />H—SL P0. MST—WET. N HCL REACTION. WEAK CEMENTATION. HOMO <br />4 <br />CP—S87-5' CL/MH <br />3 <br />13 <br />8 <br />12 <br />6 <br />CP-SB7-7.5' <br />4 <br />g <br />10 <br />1& <br />10 <br />" <br />12 <br />14 <br />16 <br />18 <br />zD <br />¢ <br />GREGORY P. <br />22 <br />STAHL <br />No. 5023 <br />24 <br />�lgfF <br />oF cA��F°�``�`� <br />26- <br />s2s <br />-25- <br />30- <br />3032343638dA <br />-32- <br />-34- <br />-36- <br />-38— <br />An <br />
The URL can be used to link to this page
Your browser does not support the video tag.