My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001346
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
B
>
BENJAMIN HOLT
>
2908
>
3500 - Local Oversight Program
>
PR0544111
>
ARCHIVED REPORTS XR0001346
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/7/2019 3:33:06 PM
Creation date
2/7/2019 2:43:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001346
RECORD_ID
PR0544111
PE
3528
FACILITY_ID
FA0003625
FACILITY_NAME
ARCO STATION #83560*
STREET_NUMBER
2908
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
09763032
CURRENT_STATUS
02
SITE_LOCATION
2908 W BENJAMIN HOLT DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
490
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
PROJECT Arco Service Station 5-2133 WELL 1 PROBEHOLE/BOREHOLE NO <br /> LOCATION 2908 West Benjamin Holt Drive,Stockton, CA /���++ <br /> PROJECT NUMBER 77BP 52133 06 AS-10 PAGE 1 OF 3 E C ® R <br /> DRILLING STARTED 2127106 COMPLETED 2127106 NORTHING(ft) EASTING(ft) <br /> INSTALLATION STARTED 2127106 COMPLETED 7127106 LATITUDE LONGITUDE <br /> • DRILLING COMPANY Cascade Drilling, Inc GROUND ELEV(ft) — TOC ELEV(ft) -- <br /> DRILLING EQUIPMENT R107 Sonic 500 INITIAL DTW(ft) 45 2127106 BOREHOLE DEPTH(ft) 63 0 <br /> STATIC DTW(ft) NE WELL DEPTH (ft) — <br /> DRILLING METHOD Sodic WELL CASING DIAMETER(in) --- BOREHOLE DIAMETER(in) 6 <br /> SAMPLING EQUIPMENT Steel Core barrel LOGGED BY L Heberle CHECKED BY <br /> a $ <br /> _ m <br /> °1 a o U Description Time 3 o v H o C W Borehole <br /> o = Sample ID »- m v o_ Backfill <br /> m <br /> Airkmfed for clearance to 8 feet bgs <br /> Concrete cap <br /> to grade <br /> 5 5 <br /> CL LEAN CLAY CL 2 5Y 512 grayish brown, <br /> medium plasticity, stiff, moist,strong HC <br /> odor Trace fine sand, (0,0,100) <br /> No Sample 70 <br /> 10 10 <br /> 0823 <br /> AS-10-5- 106 <br /> 105-060227 <br /> CL LEAN CLAY CL 2 5Y 512 grayish brown No Sample 3 5 <br /> medium plasticity soft,wet strong HC odor, <br /> Trace fine sand (0,0,100) <br /> 15 CL LEAN CLAY CL 2 5Y 512 grayish brown AS-1820 0-5- 15 <br /> medium plasticity,stiff moist, strong HC 7 6 <br /> O-S- <br /> odor Trace fine sand, (0,0,100) <br /> 0 20 CL LEAN CLAY CL, 10YR 412 dark grayish 20 <br /> brown very soft,wet, moderate HC odor No Sample 35 <br /> z Trace fine to medium sand (0,0 100) <br /> 0 <br /> 0 <br /> U <br /> CL LEAN CLAY CL 10YR 5/4 yellowish 0847 <br /> AS-10-S- 35 <br /> brown, medium plasticity very soft,wet, <br /> a Trace fine to medium sand,(0,0,100) 23-060227 <br /> 0 <br /> w 25 SM SILTY SAND SM 10YR 513 brown fine to 25 <br /> a medium-grained non plastic moist, <br /> subrounded poorly graded,(0 80,20) <br /> • SP SAND', SP 2 5Y 513 light olive brown,fine 0848 <br /> a to coarse-grained, poorly graded, Subangular AS-10-S- <br /> g to subround, (0,100,0) 27-060227 <br /> 0 <br /> 0 <br /> 0 <br /> c� <br />
The URL can be used to link to this page
Your browser does not support the video tag.