My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002947
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HAMMER
>
3250
>
3500 - Local Oversight Program
>
PR0545251
>
ARCHIVED REPORTS_XR0002947
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/31/2020 10:28:59 AM
Creation date
1/31/2020 9:39:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002947
RECORD_ID
PR0545251
PE
3528
FACILITY_ID
FA0001877
FACILITY_NAME
AM PM HAMMER/I5 FOOD #83113
STREET_NUMBER
3250
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
08240009
CURRENT_STATUS
02
SITE_LOCATION
3250 W HAMMER LN
P_LOCATION
01
P_DISTRICT
003
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.
/
69
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
Boring Log and Well Construction Diagram <br /> Monitoring Well MW-4 <br /> A�rK71rl!'6r* <br /> Project PttlidnsM's Arco <br /> Owner JimParldnsan �EtJrs Page 1 01 1 <br /> Location 32$0 W Hammer Lena Slockfon C4 Pro) No 8600401A <br />' Surface Eley 5-_.�� Total Holo Depth 27 0/f f h p North 2195396 8 R East 8314864 7 N <br /> -�- <br /> Top of Casing 4 80 1t Water Level initial NA <br /> ---�.-T Static _I 12 8 ft Diameter 8!n <br /> Screen Dia 2 r_n,�- Length 15 ft <br /> Type/Size ,Sch 40 PVC(9 020 in <br />' Casing Die 21n Length 10 t1 Type Sch 40 PVC <br /> Fill Material Bentonite Qmut Rig/Core BK 81 <br /> Drill Co Water Mark AritLn Method Hollow Stem Au er <br /> Driller Bryan Couke <br /> Log By K Waldo date 5123102 Permit 8 29891 <br /> Checked By License No <br /> Description <br /> > (Color,Texture Structure) <br /> Gaolop{o <br /> 0e90lp amwe Based on the U8c5 <br /> 0 <br /> Asphalt 3^ <br /> 2 <br /> CH Clay with Sand very dark brown-black slightly moist firm,plastic,90% <br /> fines, 10%fine sand <br /> 4 ' ------------------------.----__...----- <br /> ti os 1 7,F cL Silty Sandy Clay,brown with black and red mottles firm low plasticity, <br /> is slightly moist 70%fines 30%fine-coarse sand <br /> -------.- -------------------------- <br /> 10i : r , <br /> U2 10 <br /> Silty Sand,brown moist 70%fine-coarse sand,well graded,30%fines <br /> am i t <br /> 12 <br /> t ; <br /> 14 <br /> 16 1 20 eox a SM Silly Sand red brown,saturated 70%fine Band,poorly graded,30%fines <br /> 10 <br /> 18 ti <br /> $ <br /> 20 4 <br /> so isx 5 r Sand with Slit,brown, saturated,80%fine-medium sand,20%fines,well <br /> 7 graded <br /> 22 <br /> e. --------------- ---- <br /> Joe <br /> 24 :' <br /> tL ,� . O <br /> e eV <br /> 54 <br /> 26 sw <br /> 26 15 76>S s ,'o,4 Sand,brown-verlgated,saturated,80-9596 fine coarse well graded sand, <br /> 9 .o �j• tra0e fines <br /> e <br /> 28 <br /> 30 <br />
The URL can be used to link to this page
Your browser does not support the video tag.