My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001644
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CLAY
>
639
>
3500 - Local Oversight Program
>
PR0544513
>
ARCHIVED REPORTS XR0001644
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/14/2019 1:07:10 PM
Creation date
6/14/2019 10:51:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001644
RECORD_ID
PR0544513
PE
3528
FACILITY_ID
FA0024115
FACILITY_NAME
WEST CLAY PROPERTY
STREET_NUMBER
639
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14707110
CURRENT_STATUS
02
SITE_LOCATION
639 W CLAY ST
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\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.
/
9
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
y <br /> . 31 March 1998 <br /> AGE-NC-96-0235 <br /> Page 2 of 4 <br /> r <br /> approximately 45 feet below surface grade (bsg) and one boniig to a depth of 3 a feet bsg, collection- <br /> of soil samples, and installation of two duel-completed,2-inch diameter ground water monitoring <br /> wells and one single-completed monitoring well Soil borings will be advanced utilizing a truck- f r <br /> ` mounted, drill rig equipped with 8 25=inch and 10-inch diameter hollow-stem augers <br /> Soil samples will be collected at five-foot intervals beginning at a depth of 5 feet bsg, and will be <br /> preserved and placed in a chilled container for transportation to a state-certified laboratory Soils will a <br /> be described using the Unified Soil Classification System(USCS) Soil sample descriptions and PID <br /> screening results will be summarized on boring logs prepared for the final report <br /> 3-2 ' EQUIPMENT DECONTAMINATION <br /> All sampling tools and brass sleeves used for'sample collection will be thoroughly rinsed with clean <br /> water after washing with a solution of Alconox All hollow stem augers will be steam-cleaned prior <br /> to advancement in each borehole <br /> 33 MONITORING WELL COMPLETION <br /> Two soil borings will be duel completed as 2-inch diameter ground water monitoring wells, one <br /> A <br /> boring will be single completed as a 2-inch diameter monitoring well Proposed ground water <br /> monitoring well construction diagrams are included as Figures 3 and 4 <br /> Monitoring wells will be developed utilizing a submersible pump or bailer Water will be purged <br /> from each well so that each well is essentially sediment free Purged ground water will be stored <br /> on-site in DOT drums <br /> rL r <br /> A reference point will be marked on the top of each well head, and surveyed the to the nearest 0 01- <br /> foot to determine the elevation relative to existing monitoring wells" T <br /> t c r <br /> 34 LABORATORY ANALYSIS , <br /> _ t I <br /> Samples will be transported, under chain-of-custody, in a chilled tcontainer, to McCampbell <br /> Analytical, Inc (MAI), a state-certified laboratory;, for analysis Selected soil samples will be <br /> analyzed for total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d), for <br /> volatile aromatics(benzene,toluene, ethylbenzene,and xylenes BTE&X)with methyl tertiary-butyl <br /> ether (MTBE) and for oxygenated compounds in accordance with EPA Methods 8015m, 8020 and <br /> 8260, respectively Laboratory reports,testing methods, laboratory quality assurance/quality control <br /> (QA/QC) reports, and,sample chain-of-custody documentation will be presented in a report with the - r <br /> Advanced GcoEmironmcnial,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.