My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHRISMAN
>
25700
>
2900 - Site Mitigation Program
>
PR0508450
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/29/2019 11:58:23 AM
Creation date
5/29/2019 11:10:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508450
PE
2960
FACILITY_ID
FA0008087
FACILITY_NAME
DDJC-TRACY
STREET_NUMBER
25700
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25207002
CURRENT_STATUS
01
SITE_LOCATION
25700 CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\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.
/
2212
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
with sealing materials. If the hole is deeper than 30 feet, sealing materials must be placed under <br /> pressure and tremied to prevent separation of the grout components. In addition, the San Joaquin <br /> County Environmental Health Department(SJCEHD)requires that sealing materials for all holes <br /> deeper than 10 feet shall be triemied. Sealing materials must be placed continuously from bottom <br /> to top unless conditions in the well dictate that seal operations be conducted in a staged manner. <br /> It must be verified that the volume of sealant equals or exceeds the volume of the casing to be <br /> filled and sealed. Suitable sealing materials include neat cement, sand-cement, and bentonite <br /> (DWR, 1991). <br /> 3.5.6 In order to minimize the possibility of vertical fluid migration and annular channeling <br /> between aquifers after abandonment,the casing will be perforated and pressure sealed. A mill <br /> knife or hydraulic device will be lowered into the hole to perforate (rip) the casing at selected <br /> intervals. An average of four perforations per linear foot of casing will be cut at 90 degree <br /> intervals around the casing circumference and will be at least 1/4-inch wide and 2 inches long. <br /> The wells will then be abandoned by continually backfilling the casing with grout. <br /> 3.5.7 The consistency of the grout should be sufficient to flow through the screen and into the <br /> filter pack. The grout will be tremied from the bottom of each well by continuously withdrawing <br /> the tremie pipe as the grout is emplaced. The bottom of the tremie pipe will remain below the <br /> calculated grout level to prevent bridging of the grout. <br /> 3.5.8 Displaced groundwater generated by abandonment activities shall be contained in D.O.T. <br /> approved drums and disposed of by the contractor, in accordance with paragraph 2.8 <br /> CONTAINERIZATION OF DEVELOPMENT WATER, AND DRILL CUTTINGS. <br /> 3.5.9 After the casing has been backfilled with grout,the protective casing will be removed and <br /> the well casing cut off at least 2 feet below grade and removed. Additional grout will continue to <br /> be added to the casing if any settlement occurs. Approximately 24 hours after the backfilling is <br /> completed,the grout will be topped off and any surface depressions filled with soil material and <br /> slightly mounded to allow for settlement. <br /> 3.5.10 Following the abandonment, a Well Completion Report(Form DWR 188) specifying the <br /> well destruction must be submitted to the State of California DWR. The Well Completion Report <br /> must be signed by a representative of the well driller contracted to perform the abandonment. <br /> 3.6 WET T. ACCEPTANCE <br /> It is the responsibility of the Contractor to properly construct,install, and develop all monitoring <br /> wells according to the requirements of this scope of work so that they are suitable for the <br /> intended purpose. If the Contractor installs wells that are not functional or not in accordance with <br /> these specifications, the COE representative or the base IEC will disapprove the well and direct <br /> the Contractor to repair or replace it, and to abandon the disapproved well in accordance with this <br /> specification. <br /> 02671-0011 <br />
The URL can be used to link to this page
Your browser does not support the video tag.