My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
EL DORADO
>
2154
>
2900 - Site Mitigation Program
>
PR0541437
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/24/2019 11:16:10 AM
Creation date
7/24/2019 11:10:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0541437
PE
2965
FACILITY_ID
FA0023751
FACILITY_NAME
MCBILLIN PROPERTY
STREET_NUMBER
2154
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16705021
CURRENT_STATUS
01
SITE_LOCATION
2154 S EL DORADO 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.
/
139
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
J 14 October 2014 <br /> AGE Project No , 11 - 1847 <br /> Page 3 of 6 <br /> The proposed soil boring and monitoring well locations are illustrated in Figure 3 . ' ~ <br /> Selected soil samples from the deep soil borings will be analyzed by a State of <br /> California Department of Public Health (CDPH)-certified laboratory for the following <br /> constituents : <br /> • Total petroleum hydrocarbons quantified as gasoline and diesel (TPH -g and <br /> TPH-d , respectively) in accordance with EPA Method 8015M ; and <br /> • Benzene , toluene , ethylbenzene , and total xylenes ( BTEX) , naphthalene, fuel 1 <br /> additives di-isopropyl ether (DIPE) , tertiary-amyl methyl ether (TAME) , and 1 , 2- <br /> dichloroethane ( 1 , 2- DCA) in accordance with EPA Method 8260B . <br /> q1 ? 4 <br /> Laboratory reports of soil analysis , testing methods , laboratory quality assurance/quality <br /> control (QA/QC) reports , and sample chain of custody documentation will be presented <br /> I <br /> n a report of findings and recommendations . <br /> t: <br /> -1 2 . 3 . MONITORING WELL INSTALLATION , DEVELOPMENT, AND SURVEY <br /> Adjacent to each deep off-site soil boring , a second pilot soil boring will be advanced <br /> and single-completed as shallow groundwater monitoring wells . The proposed <br /> monitoring wells will be screened at depths of approximately 20 feet to 40 feet bsg . <br /> Depth of the screened interval may vary or be reduced overall according to <br /> hydrogeologic conditions encountered while drilling . Following installation , each well will <br /> _i be developed to maximize water flow and minimize the amount of fine-grained sediment <br /> drawn into the well during pumping or bailing . The top of each newly installed well <br /> casing (well head) will be surveyed to determine its elevation relative to North American <br /> Vertical Datum 88 . An as built diagram of the proposed construction of the proposed <br /> wells has been included as Figure 4 . <br /> 2 .4 . GROUNDWATER SAMPLING AND ANALYSIS <br /> I <br /> Following the installation of the new monitoring wells , groundwater monitoring and <br /> sampling activities will be conducted at the wells on a quarterly basis for a minimum of <br /> one year (four sampling events) ; monitoring activities will include recording depth to <br /> - groundwater measurements and collection of groundwater samples for laboratory <br /> analysis by a CDPH-certified laboratory for the analytes noted in Section 2 . 2 . <br /> Advanced GeoEnvironmental Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.