My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
K
>
KETTLEMAN
>
2448
>
3500 - Local Oversight Program
>
PR0544300
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/2/2019 4:12:50 PM
Creation date
4/2/2019 3:23:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544300
PE
3528
FACILITY_ID
FA0003855
FACILITY_NAME
TESORO (SHELL) 68153
STREET_NUMBER
2448
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
05814001
CURRENT_STATUS
02
SITE_LOCATION
2448 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
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.
/
494
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
APPENDIXiJE; WELL CO STRUCTION SPECIFICATIONS <br /> i� <br /> Wells will be drilledIor recomple ed using a truck-mounted drill rig <br /> equipped with a hollow::'-stemmed au er. All drilling equipment will be <br /> steam cleaned before ui se to preve t cross-contamination . The well <br /> casings will be flush thread jointed PVC. Well screen slots will be <br /> 0.016 - 0.020% All w`5ells will i elude a well point and threaded cap. <br /> All PVC materials willjlbe steam cleaned prior to installation. Well <br /> head installation will be below grade with watertight covers . Locked <br /> steel covers will be installedn <br /> a the subsurface boxes for access <br /> control . No drilling ;fluids or additives will be used. <br /> Monitoring wells will be constructed of 4" PVC installed in an a 10" <br /> t boring. Four inch wells are required for sterile microbiological <br /> iF <br /> samplers . Pumping wells will be constructed of 4" PVC installed in a <br /> 10" boring. They wil V' have 5 ' of blank pipe below the bottom of their <br /> screen and their annulus will be cemented for the bottom 5 feet . This <br /> will allow complete screening across aquifers and the installation of <br /> pumps completely below,tthe base of the hydrological zone to be <br /> controlled . We will leave an unoccupied space below the lowest intake <br /> of the pumps to allow for sediment accumulation . All well heads will <br /> :I <br /> be surveyed to establish their location and elevation . <br /> Gravel pack and characteristics will be determined in the field . The <br /> gravel pack will extend from the bottom of the well screen to a <br /> minimum of one foot abofve the screen . The gravel pack will be topped <br /> by six inches of clean sand and tw feet of clean bentonite . The <br /> wells will be grouted tlo the surfa a with bentonite/cement mix. <br /> � a <br />
The URL can be used to link to this page
Your browser does not support the video tag.