My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0003068
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
K
>
KETTLEMAN
>
1301
>
3500 - Local Oversight Program
>
PR0545342
>
ARCHIVED REPORTS_XR0003068
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/12/2020 3:12:49 PM
Creation date
2/12/2020 8:57:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003068
RECORD_ID
PR0545342
PE
3528
FACILITY_ID
FA0000392
FACILITY_NAME
FLAMES LIQUOR
STREET_NUMBER
1301
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95242
APN
03104030
CURRENT_STATUS
02
SITE_LOCATION
1301 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
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.
/
41
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
11 November 2004 <br /> AGE-NC Project No 99-0624 <br />' Page 8of13 <br />' detailed in Sections 5 2 and 5 3 , respectively <br /> Each probe boring will be advanced to depths of 15 feet bsg Soil gas samples will be collected from <br />' each probe boring Samples will be transmitted to a State-certified laboratory and analyzed for <br /> volatile organic compounds <br />' 4 3 MONITORING AND REMEDIATION WELL INSTALLATION <br />' AGE proposes to advance five pilot soil borings at the site for installation of two ground water <br /> monitoring wells screened in shallow water beating zones and three ground water monitoring wells <br /> screened in a deep water bearing zone AGE proposes the installation of wells in the following areas <br />' • One, 4-inch diameter ground water extraction well located on the southern end of the <br /> property and screened between 55 and 75 feet bsg, <br /> One, 2-inch diameter ground water monitoring well located south of the site on Kettleman <br /> Lane in the Cal Trans right away and screened between 45 and 65 feet bsg, <br /> • Two, 2-inch diameter ground water monitoring wells located south of the site on Kettleman <br /> Lane in the Cal Trans right away and screened between 80 and 90 feet bsg, and <br />' • One, 2-inch diameter ground water monitoring well located between 5 and 10 feet east of <br /> monitoring well MW-3 and screened between 80 and 90 feet bsg <br />' The pilot soil borings will be advanced utilizing a truck-mounted, hollow-stem drill rig equipped <br /> with 8 25-inch or 10-inch hollow-stem augers The total depth of each well boring may vary <br />' according to hydrogeologic/geologic conditions encountered during drilling <br /> Soil samples will be collected from within the hollow-stem augers at five-foot intervals using a <br />' California split-spoon sampler and brass sleeves Selected soil samples will be analyzed by a State <br /> of California DHS-certified laboratory for the following constituents <br />' TPH-g in accordance with EPA Method 8015 Modified, <br /> • Volatile aromatic hydrocarbons BTEX in accordance with EPA Method 8260, and <br />' Oxygenated compounds DIPE,ETBE,MTBE,TAME,TBA,ethylene dibromide(EDB)and <br /> 1,2-Dichloroethane (1,2-DCA) in accordance with EPA Method 8260 <br />' Laboratory reports for soil analyses, testing methods, laboratory quality assurance/quality control <br /> . (QA/QC) reports, and sample chain of custody documentation will be presented In a report of <br />' Advanced GeoEnvi ron mental,Inc <br /> r <br />
The URL can be used to link to this page
Your browser does not support the video tag.