My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0009117
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
P
>
PERSHING
>
4555
>
3500 - Local Oversight Program
>
PR0545652
>
ARCHIVED REPORTS_XR0009117
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/6/2020 4:08:11 PM
Creation date
5/6/2020 3:41:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009117
RECORD_ID
PR0545652
PE
3528
FACILITY_ID
FA0003638
FACILITY_NAME
JEMCO VENETIAN CARDLOCK
STREET_NUMBER
4555
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11017001
CURRENT_STATUS
02
SITE_LOCATION
4555 N PERSHING AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
197
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
SOIL DRILUNG LOG #- # 24905-24� <br /> C� —— Page i of <br /> A [v�i►�r Geologist Matt Hanko <br /> SIGNATURE OF GEOLOGIST <br /> PROJECT _ Neumiller&_Beardslee/Wtgins LOCATION 4555 North Pershing,Stockton California <br /> TOC ELEVATION 7.29 ft. (MSL) DATE(S) 1V4192 TOTAL DEPTH 45.0' <br /> MONITORING DEVICE HNu SCREENED INTERVAL 27-42 <br /> SAMPLING METHOD Ca.Modified Split Spoon SUBCONTRACTOR&EQPT Grem Drill -53 - <br /> PERCENTAGE ORDER: (GRAVEL,SAND,SILT,CLAY) MEMO Q =First Water <br /> MEMO <br /> Penetration <br /> Results o Borehole Abandonment/ <br /> vS a _ .� a Well Construction <br /> Soil Description t y Details <br /> Blows ds Q s Color,Texture,Moisture,Etc a <br /> �1 rn <br /> 6 .6 -6 O U Traffic Rated <br />' Vault Box <br /> 0'-0 75'Asphalt Laking well <br /> 0 75'-7S'SILTY CLAY (0,10,40,50), CL cap <br /> dark brown(10YR3/3),very plastic,stiff, <br /> 1 slightly moist. <br /> 25 <br />' 50 7-8-15 23 <br /> 2 ter <br /> D blankank sch.ch.40 <br /> PVC <br /> 75 7 5'-22 0'CLAYEY SILT (0,5,63,32), ML <br /> brown(10YR4/4),medium plastic,stiff to <br /> hard,dry to slightly moist. <br /> 100 7-8-13 21 <br /> Hyd <br /> 0 Portland <br /> 1 Cement <br /> 125 <br /> 1 <br /> 150 6-18-19 37 <br />' 101851 B inch diameter <br /> 101852 0 borehole <br /> 1 17.5 <br /> 0 <br /> 200 11-19-26 45 SAUL[Us v C <br /> See Following Page GERMANAS <br /> 1 < <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIGNATURE OF REVIEWER •!T Q. <br /> TITLE TITLE <br />
The URL can be used to link to this page
Your browser does not support the video tag.