My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
M
>
MONTE DIABLO
>
1766
>
2900 - Site Mitigation Program
>
PR0535112
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/15/2020 3:19:53 PM
Creation date
4/15/2020 3:15:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0535112
PE
2957
FACILITY_ID
FA0020296
FACILITY_NAME
CHAPIN BROTHERS INC
STREET_NUMBER
1766
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
13505050
CURRENT_STATUS
01
SITE_LOCATION
1766 MONTE DIABLO AVE
P_LOCATION
01
P_DISTRICT
001
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.
/
53
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
07 April 1997 <br /> AGE-NC-95-0103 <br /> Page 3 of 5 <br /> 3. Complete the initial soil boring as ground water monitoring well using 20-feet of 0.020- <br /> slotted 2-inch diameter PVC casing.A sand filter pack will be installed to a depth of two feet <br /> above'the screen interval and a bentonite plug will be placed two-feet above the sand pack. <br /> Seal the well with Portland cement to the surface and complete the well with a traffic rated <br /> well box. <br /> 4. Complete Advance two soil borings using a truck-mounted drill rig equipped with eight-inch, <br /> hollow-stem augers. The boring for the installation of the ground water monitoring well shall <br /> be advanced to a depth of approximately 30 feet. The boring for the installation of the soil <br /> vapor extraction well shall be advanced to a depth of approximately 15 feet. <br /> 5. Collect soil samples at 5-foot intervals in each boring. Soil samples will be logged in <br /> accordance with the Unified Soil Classification System. Soil sample duplicates will be <br /> screened for the presence of organic vapors using a photo-ionization detector(PID: Thermo <br /> Environmental 580A, calibrated to isobutylene). <br /> 6. Collect and preserve soil samples in brass sleeves by covering both ends of each sleeve Nvith <br /> Teflon or aluminum sheets, capping and sealing with tape. <br /> 7. Decontaminate sampling equipment in an Alconox solution and rinse with water prior to <br /> each sampling run. <br /> 8. Label and log samples on a chain-of-custody form. <br /> 9. Store samples in a chilled container and transport to a state-certified laboratory. Selected soil <br /> samples will be analyzed for TPH-g, BTE&X and MTBE. <br /> 10. Complete soil boring(s)for ground water monitoring wells using 20-feet of 0.020-slotted 2- <br /> inch diameter PVC casing. A sand filter pack will be installed to a depth of two feet above <br /> the screen interval and a bentonite plug will be placed two-feet above the sand pack. Seal the <br /> well with Portland cement to the surface and complete the well with a traffic rated well box. <br /> The ground water well design is illustrated on Figure 3. <br /> 11. Complete soil boring(s) for vapor recovery wells using 10-feet of 0.020-slotted 2-inch <br /> diameter PVC casing. A sand filter pack will be installed to a depth of two feet above the <br /> screen interval and a bentonite plug will be placed two-feet above the sand pack. Seal the <br /> well with Portland cement to the surface and complete the well with a traffic rated well box. <br /> Vapor recovery well design is illustrated on Figure 4. <br /> 12. Place auger returns on plastic sheeting or DOT-approved drums and store on-site pending <br /> analytical results of soil samples. <br />
The URL can be used to link to this page
Your browser does not support the video tag.