My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001107
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
1045
>
3500 - Local Oversight Program
>
PR0544231
>
ARCHIVED REPORTS XR0001107
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2019 4:47:21 PM
Creation date
3/6/2019 2:09:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001107
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 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.
/
74
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
I <br />' f , <br />19 July 2004 I <br />' AGE-NC Project No 95-0121 <br />' Page 5 of9 , <br />2 5 CPT SOIL AND GROUND WATER SAMPLE COLLECTION PROCEDURES <br />' F <br />`Grab' ground water samples and soil samples were collected from a duplicate soil boring advanced <br />' immediately adjacent the initial CPT soil bonng The samples were collected utilizing the 25-ton' ` <br />truck-mounted CPT drill ng equipped with 1 75, inch diameter hollow-stem rods fitted with a <br />HydroPunch groundwater or piston soil sampling assembly, which was pushed to specified sampling <br />' depths in each soil boring, diagrams of the sampling assemblies are illustrated in Appendix B ; <br />I r <br />Ground water and soil samples were collected from specified depth intervals (zones) based on the <br />' acquired CPT-lithology data indicating favorable conditions for sampling For ground water, a <br />HydroPunch sampling tool was pushed into the specified zone, then withdrawn approximately two <br />to-three feet to expose an inlet screen, the interior of the sampling tool filled with ground water and <br />' a 112-inch outer diameter (O D ) stainless steel bailer was lowered and utilized to extract a ground <br />water sample For soil, a steel-tipped soil sampler was pushed into the specified zone, upon reaching <br />the desired depth, the steel tip was withdrawn, which exposed the hollow, core barrel sampler, the <br />' soil sampler was then pushed down again to retrieve a 1-foot soil sample <br />All rinseate generated by drilling related activities was containerized in properly labeled DOT- <br />approved 55-gallon drums, and was stored on-site in an area lacking public access All soil borings <br />were backfilled over their entire depth with either a portland cement grout mix or a portland <br />' cement/bentonite slurry <br />I <br />Following sample collection, each preserved sample was logged on a chain-of-custody form, placed <br />' in a chilled container and transported to Cal Tech Environmental Laboratory, a California <br />= Department of Health Services (DHS)-certified laboratory and analyzed for <br />• Total petroleum hydrocarbons quantified as gasoline (TPH-g) by EPA Method 8015M, ' <br />• Vofatile aromatic compounds including benzene, toluene, ethylbenzene and xylene (BTEX) ✓' ' <br />with oxygenated compound methyl tertiary butyl ether (MTBE), tertiary butanol (TBA), di-, <br />' isopropyl ether (DIPE), ethyl tertiary butyl ether (ETBE) and tertiary amyl methyl ether - ' r <br />w u (TAME) by EPA Method 8260, and <br />' Volatile organic compounds including ethylene dibromide (EDB) and 1,2-dichloroethane <br />(1,2; DCA) by EPA Method 8260 <br />3 ' <br />e , <br />i <br />Advanced GeoEnvironmental, Inc <br />h <br />I <br />a P <br />r <br />
The URL can be used to link to this page
Your browser does not support the video tag.