My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
EL DORADO
>
2154
>
2900 - Site Mitigation Program
>
PR0543662
>
COMPLIANCE INFO
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/11/2021 3:10:54 PM
Creation date
6/11/2021 2:23:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0543662
PE
2960
FACILITY_ID
FA0024811
FACILITY_NAME
MCBILLIN PROPERTY
STREET_NUMBER
2154
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
167060010000
CURRENT_STATUS
01
SITE_LOCATION
2154 S EL DORADO ST
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\dsedra
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
151
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
21 June 2018 <br /> AdvancedG eo <br />AGE Project No. 11-1847 <br /> Environmental <br />Page 4 of 8 <br />2.4. REPORT PREPARATION <br />Results of the SVE and IAS pilot test will be presented in a report of findings. Based on <br />the results of the SVE and IAS pilot test, a determination will be made whether or not <br />SVE/IAS are feasible options for this site. If SVE and/or IAS is determined to be feasible <br />and cost effective, then AGE will propose a remediation system design in a Remedial <br />Action Plan (RAP). The SVE and IAS pilot test report of findings and/or RAP will be in a <br />format acceptable to the RWQCB (Appendix A guidelines), and will be reviewed and <br />signed by a California Professional Geologist. <br />3.0. FIELD PROCEDURES <br />All field procedures will be overseen by an AGE representative under the supervision of <br />a California Professional Geologist. Procedures for SVE/IAS well installations and pilot <br />test procedures are described below. <br />3.1. DRILLING <br />Soil borings will be advanced utilizing a truck-mounted, hollow-stem drill rig and either 8- <br />inch or 10-inch diameter hollow-stem augers. Drilling cuttings will be stockpiled and <br />covered on-site with plastic sheeting. Rinseate generated during drilling activities will be <br />containerized in properly labeled Department of Transportation (D.O.T.)-approved 55- <br />gallon drums, and stored on-site in an area lacking public access. Disposal alternatives <br />will be evaluated based on results of soil analysis. <br />3.2. SOIL SAMPLING <br />Soil samples will be collected from each soil boring at five-foot intervals, beginning at a <br />depth of 5 feet bsg, utilizing a modified California split-spoon sampler and brass sleeves. <br />The sampler will be driven by dropping a 140-pound weight from a height of 30 inches <br />(blow counts). The blow counts required to drive the sampler over each 6-inch interval <br />will be recorded on boring logs. Upon soil sample retrieval, the second brass sleeve will <br />be removed from the sampler. The ends of the brass sleeve will be immediately covered <br />with Teflon or aluminum sheets, sealed with plastic end caps, secured with tape and <br />immediately placed in a chilled container for transportation under chain-of-custody to a <br />state-certified laboratory. Each sample sleeve will be labeled with the boring location, <br />sample depth, sample time, sampling date and sampler's initials. <br />During sampling activities, sample duplicates will be monitored for the presence of <br />organic vapor using a photo-ionization detector (PID: Thermo Environmental 580, <br />10.0 eV, calibrated to isobutylene) and will be visually described on boring logs using the <br />Unified Soil Classification System (USCS). All sampling tools and brass sleeves used for
The URL can be used to link to this page
Your browser does not support the video tag.