My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE_1993-1996
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
P
>
PACIFIC
>
0
>
2900 - Site Mitigation Program
>
PR0506203
>
SITE INFORMATION AND CORRESPONDENCE_1993-1996
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/31/2020 3:10:16 PM
Creation date
3/31/2020 2:30:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1993-1996
RECORD_ID
PR0506203
PE
2960
FACILITY_ID
FA0007271
FACILITY_NAME
LINCOLN CNTR ENV REMEDIATION TRUST
STREET_NUMBER
0
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
CURRENT_STATUS
01
SITE_LOCATION
PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
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.
/
223
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
• <br /> Lincoln Center <br /> May 31 , 1996 Work Plan Page 3 <br /> If an off site agreement or encroachment permit is required, these must be <br /> submitted at the time of PHS/EHD drilling/destruction permit submittal. <br /> Once a drilling permit has been issued PHS/EHD requires a minimum of 48 hours <br /> notice prior to the initiation of the proposed field activities, so that an inspection <br /> may be scheduled. <br /> Volume I - Appendix B• Field Sampling Plan <br /> 2.21 Soil-Vapor Probe Installation and Sample Collection <br /> The work plan indicated that samples will be collected at 10 foot intervals, although <br /> the actual depths of the deep soil-vapor samples may be adjusted in order to collect <br /> samples from areas containing the highest relative concentrations of Hazardous <br /> Substances. The use of lithological information will be vital when evaluating <br /> sampling intervals to characterize the vapor concentrations of Hazardous <br /> Substances in the soil. <br /> Following the collection of deep soil-vapor samples, the boreholes must be grouted <br /> with an approved neat cement, an approved cement/bentonite grout, or an <br /> approved bentonite clay grout, using a tremmie pipe. <br /> 2.3.1 CPT Borings and 2.3.2 PIPP Borings and PIPP Groundwater Sampling <br /> Both CPT and PIPP borings must be grouted with an approved neat cement, an <br /> approved cement/bentonite grout, or an approved bentonite clay grout, using a <br /> tremmie pipe. <br /> 2.7 Groundwater Monitoring Well Installation Procedures <br /> The annular space above the bentonite seal of the sand pack must be sealed with <br /> an approved neat cement, an approved cement/bentonite grout, or an approved <br /> bentonite clay grout, using a tremmie pipe. <br /> 2.7.4.3 Pressure Grout Existing Monitoring Wells In Place <br /> Wells destroyed by pressure grouting are grouted first from the bottom up using the <br /> grout hose. Once the well is grouted, sufficient pressure shall be applied to ensure <br /> full grouting of the subsurface surrounding the well. PHS/EHD also recommends <br /> that the top 1 - 3 feet of casing be overdrilled and the borehole finished to grade <br /> with material consistent with site-surface conditions. <br /> 2.7.5 Fluid Level Measurements <br /> Monitoring Well Inspection <br /> Should a repair of a monitoring well seal be necessary, please also submit the repair <br /> plan to PHS/EHD for approval and/or permitting. <br />
The URL can be used to link to this page
Your browser does not support the video tag.