My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
S
>
SCHULTE
>
0
>
2900 - Site Mitigation Program
>
PR0508156
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/2/2019 1:16:06 PM
Creation date
10/2/2019 1:09:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508156
PE
2959
FACILITY_ID
FA0007964
FACILITY_NAME
BECK DEVELOPMENT
STREET_NUMBER
0
STREET_NAME
SCHULTE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
SCHULTE RD
P_LOCATION
03
P_DISTRICT
005
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.
/
107
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
A 2-foot bentonite seal will be placed above the send pack by slowly dropping bentonite <br /> pellets through a tremie pipe to the top of the filter pack. The pellets will be hydrated by <br /> adding clean water if water is not present in the annulus. <br /> A cement bentonite grout mixture will be placed to seal the annulus up to the ground <br /> surface. The grout mixture will contain five percent bentonite to cement and will be mixed <br /> thoroughly be recirculation through a pump. Tne mixture will then be tremied into the <br /> annulus between the casing and the borehole wall. <br /> The wells will be completed above grade and enclosed inside a locking monument box. A <br /> gram is included as Attachment 1, Monitoring Well <br /> typical monitoring weil completion dia <br /> Design. <br /> Approximately 24 hours after installation, each monitoring well will be developed by <br /> of the well with a surge block in a plunger-like fashion and then <br /> swabbing the inside <br /> 3 pumping with a submersible pump until the discharge water clears. This procedure is <br /> repeated twice. Surging will also take place during the pumping phase of development y <br /> turning off the submersible pump (with its check valve removed) intermittently during <br /> pumping. <br /> The well will be swabbed 30 times at a slow speed over the entire length of the well screen <br /> ng of the well until the pump discharge water clears. This step will then <br /> followed by pumpi <br /> increased. Following clearing of the discharge water <br /> be repeated with the swabbing speed <br /> ` from the final pumping, the well will be pumped at the submersible pump's maximum <br /> pumping rate (approximately 20 gallons per minute) for one hour. <br /> After installation and development of the monitoring wells, the areal location of the well <br /> duce an accurate <br /> will be surveyed to proplot plan. The casing elevations of the monitoring <br /> to obtain accurate groundwater elevations. A total <br /> well will also be surveyed in order <br /> station surveying unit will be used to obtain the angle, distance, and elevation <br /> measurements. <br /> Page 2 <br /> j)1 IlbecL3Q) <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.