My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001046
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
1245
>
3500 - Local Oversight Program
>
PR0544236
>
ARCHIVED REPORTS XR0001046
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2019 8:47:07 PM
Creation date
3/6/2019 4:23:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001046
RECORD_ID
PR0544236
PE
3526
FACILITY_ID
FA0024238
FACILITY_NAME
JM EQUIPMENT COMPANY
STREET_NUMBER
1245
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323034
CURRENT_STATUS
02
SITE_LOCATION
1245 W CHARTER WAY
P_LOCATION
01
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.
/
63
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
CGealog"lrechmcsla Page 7 <br /> In Situ Remediation <br /> Pilot Test Work Plan <br /> Project No 507 2 <br /> June 10,2003 <br /> Soil and groundwater samples will be obtained during the Installation of three boreholes that <br /> ' will be discussed in section 3 2 below The samples will analyzed for <br /> Water <br /> ' • Benzene, Toluene, Ethyl benzene and Xylene(BTEX) by EPA method 8020 <br /> • Gasoline range petroleum hydrocarbons (TPH-G) by EPA method 5030/8015(m) <br /> • PH, EC <br /> • General Mineral [Alkalinity (CO3, HCO3), Ca, Mg, K, Na, Fe, Mn, Cu, Zn, SO4, Cl, <br /> TDS] <br /> ' SOII <br /> • Metals—Cr, Fe <br /> ' • Total Organic Carbon <br /> 3.1.1 Soil Core Sampling <br /> ' The GeoProbe advances a coring tool with a pneumatic hammer to a selected depth Upon <br /> reaching that depth the coring tool is opened and advanced further to fill the core barrel <br /> The soil sample enters an acetate cylinder contained in the coring tool Upon filling, the <br /> coring tool is pulled from the hole and the cylinder Is removed The cylinder is then cut and <br /> the selected interval is capped with Teflon end caps and placed on ice for shipment to the <br /> ' laboratory The remainder is used for geologic logging <br /> Up to four soil samples will be submitted to the laboratory for the analyses noted above in <br /> tsection 3 1 <br /> 3.1.2 Groundwater Sampling <br />' Groundwater samples will _ <br /> p be obtained from well MW 9 to obtain pre-pilot test groundwater <br />' chemistry The well will be purged of at least 3 well volumes of stagnant water using a <br /> Waterra pump, submersible pump or a stainless steel bailer Purging will continue until the <br /> temperature, conductivity, and pH of the ground water has stabilized (c10% variation <br /> between three readings) indicating that formation water representative of aquifer conditions <br /> is entering the well These water quality parameters are measured at intervals of each well <br /> volume purged <br /> A stainless steel bailer, disposable plastic bailer or dedicated Waters tubing will be used to <br /> collect each sample Care will be taken to minimize sample agitation from the initial filling <br />' of the bailer to the transfer of the sample to the VOA vials, plastic or glass amber liter <br /> bottles Once the sample container is filled and capped, the bottle will be inverted, tapped, <br /> and checked for headspace bubbles The sample container is identified and labeled with a <br /> unique designation, inserted into foam holders and placed in an ice chest cooled to 4°C for <br /> transport to the laboratory <br />
The URL can be used to link to this page
Your browser does not support the video tag.