My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0008711
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
EL DORADO
>
1502
>
2900 - Site Mitigation Program
>
PR0540300
>
ARCHIVED REPORTS XR0008711
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/14/2020 1:14:01 AM
Creation date
7/18/2019 4:53:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008711
RECORD_ID
PR0540300
PE
2960
FACILITY_ID
FA0023037
FACILITY_NAME
FORMER UNOCAL NO 4409
STREET_NUMBER
1502
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12708018
CURRENT_STATUS
01
SITE_LOCATION
1502 N 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.
/
61
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
` August 30, 2000 <br /> Mr. Ed Ralston <br /> Page 2 <br /> Michael Infurna of San Joaquin County Public Health Services, Environmental Health <br /> Division (SJCPHS/EHD). <br /> Additional excavation and sampling was completed on April 15, 1999 to remove the <br /> unidentified piping discovered on April 8, 1999. Over-excavation in the southern portion of <br /> the site was terminated to protect the structural integrity of the station canopy supports. <br /> Following removal of the former station canopy, canopy footings and kiosk, additional over- <br /> excavation excavation was completed on June I and 2, 1999. An additional 960 tons of soil <br /> were rcnioved to a maximum depth of 31 feet bgs. Over-excavation was terminated Mien, the <br /> structural integrity of the sidewalk was endangered and groundwater was encountered. <br /> Groundwater was encountered during additional over-excavation activities at a depth of <br /> approximately 31 feet bgs. One water grab sample was collected from the excavation. The <br /> grab water sample contained elevated TPH-g and BTEX concentrations. <br /> Four groundwater monitoring wells (MW-1 through MW-4) were installed on December 9 <br /> and 10, 1999 at the locations shown on Figure 2. The wells were screened from 5 feet above <br /> to 15 feet below the current water level. Initial depth to water in MW-I was 36 feet, therefore <br /> the well was set at 50 feet bgs. Groundwater rose to approximately 30 feet bgs after well <br /> completion. Groundwater sampling events identified low intermittent concentrations of <br /> benzene and MtBE. <br /> SCOPE OF WORK <br /> The scope of work completed for this investigation included the installation of four Geoprobe <br /> borings to delineate the vertical extent of hydrocarbons in the soil and groundwater. <br /> Geoprobe borings locations were based upon results of previous overexcavation and <br /> assessment activities and are shown in Figure 1. <br /> As required by the Occupational Health and Safety Administration (OSHA) Standard <br /> "Hazardous Waste Operations and Emergency Response" guidelines (29 CFR 1910.120), and <br /> by California Occupational Health and Safety Administration (Cal-OSHA) "Hazardous Waste <br /> Operations and Emergency Response" guidelines (CCR Title 8, Section 5192), IT has <br /> prepared a Site-Specific Health and Safety Plan (SSP). Prior to the commencement of <br /> fieldwork the SSP was updated with appropriate field personal and subcontractor information. <br /> The field staff and contractors reviewed the SSP before beginning field operations at the site. <br /> The specific scope of work is discussed below: <br /> • Geoprobe Borings. Four Geoprobe borings (GP-1 through GP-4) were driven <br /> using a CPT rig in the general locations shown on Figure 1. GP-1 through GP- <br /> 3 were advanced until refusal at approximately 60 feet bgs. GP-4 was <br /> advanced to first groundwater at approximately 30 feet bgs. Once selected <br /> depth was reached a discrete water sample was collected. Soil samples were <br /> Wrandp 11Proj ectsTrojects1911\01111 A101021911011 rpt.doc <br />
The URL can be used to link to this page
Your browser does not support the video tag.