My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0000685
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CAPITOL
>
6421
>
2900 - Site Mitigation Program
>
PR0522496
>
ARCHIVED REPORTS XR0000685
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/15/2019 9:09:31 PM
Creation date
2/15/2019 4:02:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000685
RECORD_ID
PR0522496
PE
2957
FACILITY_ID
FA0015317
FACILITY_NAME
FLAG CITY CHEVRON
STREET_NUMBER
6421
STREET_NAME
CAPITOL
STREET_TYPE
AVE
City
LODI
Zip
95245
APN
05532024
CURRENT_STATUS
02
SITE_LOCATION
6421 CAPITOL AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
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
• 09 May 2002 <br /> AGE-NC Project No 96-0232 <br /> Page 4 of 8 <br /> characteristics such as hydraulic conductivity, storativity,transirassivity and draw-dawn at a constant <br /> pumping rate Procedures for the pumping test is presented in Section 3 4 <br /> 2 4 UPPER ROCKY'S ZONE GROUND WATER AQUIFER PUMPING TEST <br /> Following installation of MW-15, a 24-hour aquifer pumping test will be performed in the Rocky's <br /> Upper Water Zone at the site to evaluate a general radius of influence and capture zone during <br /> ground water extraction The proposed aquifer pumping test will be designed to obtain general <br /> aquifer characteristics such as hydraulic conductivity, storativity, transmissivity and draw-down at <br /> a constant pumping rate Procedures for the pumping test is presented in Section 3 4 <br /> 25 Eli-SITU OZONE SPARGING PILOT TEST <br /> Following installation of well OS-1, a 4-week in-situ ozone sparge (IOS) pilot study is proposed at <br /> the site to evaluate IOS as a remediation alternative, the results of the IOS pilot test will provide data <br /> to calculate an effective radius of influence and determine feasibility of IOS as a remediation <br /> alternative Procedures for the IOS pilot test are presented in Section 3 5 <br /> Z <br /> 26 REPORT PREPARATION <br /> Results of the soil bonngs, well installations, ground water aquifer pumping test and IOS pilot study <br /> will be presented in a revised FRP The revised FRP will be in a format acceptable to the RWQCB <br /> (Appendix A -Reports, Tri-Regional Board Staff Recommendations for Preliminary Investigation <br /> and Evaluation of Underground Storage Tank Sites), and will be reviewed and signed by a <br /> California Registered Geologist <br /> 3.0. FIELD PROCEDURES <br /> All field procedures will be overseen by an AGE representative under the supervision of a California <br /> Registered Geologist Procedures for soil borings, well installations, well development, aquifer <br /> pumping tests and ozone sparging are described below <br /> 3 1 DRILLING AND SAMPLING <br /> . Two soil borings for installation of ground water morutoring/extraction wells MW-14 and MW-17 <br /> Advanced GeoEnvironmental,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.