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
28 June 2001 <br /> AGE-NC Project No. 95-0103 <br /> Page 3 of 9 <br /> 3.2. DRILLING, SOIL SAMPLING AND WELL COMPLETION <br /> AGE proposes to install three six-inch diameter ground water extraction wells. The proposed ground <br /> water extraction wells will be placed at the southwest corner of the site and on the western edge of <br /> the site, in the area of highest known ground water contamination. Based on distribution of <br /> hydrocarbon-impacted ground water detected in sample from the monitoring wells on the site, AGE <br /> proposes three six-inch diameter ground water extraction wells to be located approximately 40 feet <br /> apart along the western edge of the site (See Figure 2). The extraction wells will be screened from <br /> 10 to 30 feet bsg to address the more highly permeable zone from 20 to 30 feet bsg containing the <br /> most intensely impacted ground water. <br /> Following installation,the extraction wells will be developed to maximize water flow into the wells <br /> and minimize the amount of fine-grained sediment drawn into the wells during pumping or bailing. <br /> Procedures for well installation and development are presented in Sections 4.1. to 4.3., respectively. <br /> The soil borings on the site to be completed as the ground water extraction wells will be advanced <br /> with 15-inch hollow-stem augers. All augers will be cleaned prior to advancement in each boring <br /> location. <br /> 3.3. GROUND WATER SAMPLING AND ANALYSIS <br /> Following the installation of the ground water extraction system; ground water monitoring and <br /> sampling activities will be conducted for all the monitoring wells on a quarterly basis for a minimum <br /> of one year (four sampling events) or until directed to cease monitoring and sampling by the <br /> PHS-EHD. Monitoring activities will include recording depth to ground water measurements, <br /> properly purging monitoring wells to be sampled and collection and analysis of ground water <br /> samples. Ground water sample collection protocols have been previously described in Quarterly <br /> Report-Second Quarter 2001, dated 08 June 2001 and prepared by AGE. <br /> Ground water samples will be analyzed by a State of California Department of Health Services <br /> (DHS)-certified laboratory for the analytes noted in Section 3.8. <br /> Laboratory reports for ground water analyses, testing methods, laboratory quality assurance/quality <br /> control(QA/QC)reports and sample chain of custody documentation will be presented in quarterly <br /> reports with findings and recommendations. <br /> 3.4. WELL PUMPS, INSTALLATION AND PROCESS PIPING <br /> It is anticipated that a Grundfos Rediflow down-well pumps,type 5E5,equipped with Franklin''/Z hp, <br /> 208 volt, 3-wire motor will be installed in the newly installed ground water extraction wells and the <br /> existing four-inch diameter wells. In the two-inch diameter ground water wells, Grundfos Rediflow <br />
The URL can be used to link to this page
Your browser does not support the video tag.