My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0004770
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
M
>
MADISON
>
423
>
3500 - Local Oversight Program
>
PR0544427
>
ARCHIVED REPORTS XR0004770
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2019 9:26:16 AM
Creation date
5/7/2019 9:11:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004770
RECORD_ID
PR0544427
PE
3528
FACILITY_ID
FA0004581
FACILITY_NAME
CHASE CHEVROLET*
STREET_NUMBER
423
Direction
N
STREET_NAME
MADISON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
423 N MADISON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\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.
/
61
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
1 <br /> LOG OF BORING SB5 <br /> ' PROJECT -CEASE_LHEVROLET— LOCATION 424 N VAN BURENYSTREET STOCKTON CA PROJECT NO 150070 DI <br /> DATE DRILLED LOGGED 9Y LOIS FRANT7 REVIEWED BY GREG P STAHL RG No 5023 <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER _JON SUMP/MOKE LAV <br /> - METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 24 5_FT DEPTH TO WATER INITIAL -26 FT STATIC FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE HA DIAMETER __ IN SLOT SIZE IN INTERVAL - FT TO _ _ FT <br /> FILTER PACK TYPE NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL 0 FT TO 245 FT <br /> COMMENTS -HypgopuNcH DBIVEN SCLOW 26 FOR WAIER SAMPLEPAGE t OF i <br /> WELL DEPTH FID SAMPLE ID U S C DESCMPTION <br /> DETAIL FT PPM SLOWCOUNT LOG <br /> ' 0-4 5/8 FAT CLAY <5% FN, SA-SR PRLY GRDD SND, >95% FNS H- <br /> V H DRY STRNGTH N DLTNCY M-H TGHNSS H PLST V STIFF- <br /> 2 HRD BLK BRN NPO ORGANICS MST WEAK-STRNG HCL <br /> REACTION, WEAK CEMENTATION HOMO <br /> 9 CH <br /> ' 4 3 8 15 <br /> 28 <br /> 4 5/8-14 5/18 LEAN CLAY <5% FN, SA-SR PRLY GRDD SND >95% FNS M-H <br /> 6 DRY STRNGTH N DLTNCY, M-H TGHNSS M PLST V STIFF-HRD <br /> ' M YLLW BRN, NPO, DRY, WEAK HCL REACTION M-STRNG <br /> CEMENTATION, HOMO <br /> a 7 <br /> 3 6' 18 34 <br /> 10 <br /> CL <br /> 12 <br /> SB5-13 5 <br /> 14 45 38 <br /> 50 FOR 5 <br /> 14/18-19 5/23 POORLY GRADED SAND WITH SILT AND CLAY 90% FN-M, SA-SR <br /> PRLY GROD SND M DNS 10% FNS, M YLLW BRN NPO MST, <br /> 16 WEAK NCL REACTION WEAK CEMENTATION HOMO <br /> 18 S65-18 5' <br /> 4 SP-SM/ <br /> 37 ,9 SC <br /> 20 <br /> 19 5/23-245 POORLY GRADED SAND 95% FN-M, SA-SR PRLY GRDD SND <br /> M DNS <S7 FNS BRN BLK NPO MST WEAK HCL REACTION <br /> 22 <br /> / WEAK CEMENTATION HOMO <br /> 565-23 5 <br /> 9 <br /> 24 60 11 5P <br /> 15 <br /> 26 26' <br /> Zoe <br /> ` <br /> 28 A�� Uri <br /> r o <br /> GREGORY R <br /> 30 STAB 'L <br /> 4 <br /> No 5023 � <br /> —32- <br /> 34- <br /> 36— <br /> ` <br /> 38 _ <br /> 4D <br />
The URL can be used to link to this page
Your browser does not support the video tag.