My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
L
>
LINCOLN
>
1444
>
2900 - Site Mitigation Program
>
PR0527031
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/28/2020 10:18:52 AM
Creation date
2/28/2020 8:40:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0527031
PE
2957
FACILITY_ID
FA0018318
FACILITY_NAME
FORMER COLUMBO / TOSCANA BAKERY
STREET_NUMBER
1444
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16503005
CURRENT_STATUS
01
SITE_LOCATION
1444 S LINCOLN ST
P_LOCATION
99
P_DISTRICT
001
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.
/
109
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
pending the results of the initial sample analyses. <br /> The samples will be cut directly from the direct-push acetate liners. The liners will be sealed <br /> with Teflon tape and vinyl end caps, labeled, stored on ice in a thermally insulated cooler, and <br /> transported under chain-of-custody protocol to a state-certified analytical laboratory. <br /> 3.3 GROUNDWATER SAMPLING <br /> Each of the soil borings will be drilled into the first aquifer for the collection of groundwater <br /> samples. A groundwater sample will be collected from each boring using a new disposable <br /> bailer or tubing with check valve. The samples will be collected in clean 40-milliliter, <br /> hydrochloric-acid-preserved, volatile organic analysis (VOA) vials supplied by the analytical <br /> laboratory. The sample containers will be sealed, labeled, stored on ice in a thermally-insulated <br /> cooler, and then transported under chain-of-custody protocol to a state-certified analytical <br /> laboratory. <br /> All reusable groundwater sampling equipment will be thoroughly washed with a Liqui-Nox <br /> solution, rinsed with tap water, and then rinsed with distilled water prior to each use. The <br /> completed borings will be filled and sealed with a grout mixture consisting of neat cement, in <br /> accordance with SJCEHD and DWR requirements, under the supervision of an SJCEHD grout <br /> inspector. <br /> 3.4 LABORATORY ANALYSES <br /> The soil and groundwater samples will be analyzed for TPH-g, BTEX, five fuel oxygenates <br /> (DIPE, ETBE, MTBE, TAME, and TBA), and fuel additives 1,2-dicholoroethane (1,2-DCA) <br /> and EDB by EPA Method 8260B. <br /> 3.5 MONITORING WELL INSTALLATION <br /> ETIC proposes to install three or more 2-inch diameter groundwater monitoring wells <br /> downgradient and cross-gradient of the former UST excavation at the Site. The proposed <br /> locations for the wells and details concerning their construction will be based on the results of <br /> the direct-push subsurface investigation proposed in this work plan and will be submitted in a <br /> subsequent letter as an addendum to this work plan for CVRWQCB approval. The letter <br /> addendum will be submitted within 30-days of the receipt of the analytical data from the <br /> investigation. Details summarizing well installation procedures are presented below. <br /> 3.5.1 Drilling and Soil Sampling <br /> Prior to drilling activities, the proposed soil boring locations will be marked and checked for <br /> the presence of underground utilities by Underground Service Alert. A private utility-locating <br /> 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.