My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0003333
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
D
>
DA VINCI
>
4627
>
2900 - Site Mitigation Program
>
PR0543804
>
ARCHIVED REPORTS XR0003333
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/28/2019 3:53:44 PM
Creation date
6/28/2019 2:40:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003333
RECORD_ID
PR0543804
PE
2950
FACILITY_ID
FA0024907
FACILITY_NAME
7-ELEVEN STORE #20632
STREET_NUMBER
4627
STREET_NAME
DA VINCI
STREET_TYPE
DR
City
STOCKTON
Zip
95207
CURRENT_STATUS
01
SITE_LOCATION
4627 DA VINCI DR
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.
/
71
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
0 . <br /> Pre-Tank Relining Site Assessment Report 3 <br /> The Southland Corporation 4627 Da Vinci Drive Stockton California March 3 1997 <br /> 3 0 RESULTS OF SOIL AND GROUNDWATER SAMPLE ANALYSES <br /> 3 1 Site Geology <br /> The materials encountered during recent drilling at the site consisted of silty clay from grade to 9 feet BGS <br /> underlain by clayey silt with some silty very fine sand to total depth of exploration at 15 feet BGS <br /> (Appendix A) Groundwater was encountered approximately 7 to 12 feet BGS during drilling Static <br /> groundwater levels in six borings (GP-1 GP-5 GP-7, GP-8 GP-9 and GP-10) were approximately 7 feet <br /> BGS <br /> 3 2 Results of Soil Sample Analyses <br /> Table 1 summarizes the laboratory analytical results for 18 soil samples collected from the ten soil borings <br /> drilled February 21, 1997 Benzene was detected in samples GP-3 and GP-5 at 5 feet BGS at <br /> concentrations of 0 44 and 0 11 milligrams per kilogram (mg/kg) respectively and in GP-7 at 10 feet BGS <br /> at a concentration of 0 42 mg/kg MTBE was detected in six of the 18 samples at concentrations ranging <br /> from 0 11 mg/kg to 12 mg/kg TPH-G concentrations of 150 mg/kg, 7 9 mg/kg and 10 mg/kg were <br /> detected in samples GP-3 and GP-5 at 5 feet BGS, and GP-7 at 10 feet BGS respectively Copies of <br /> laboratory analyses reports and chain-of-custody manifests are included in Appendix C <br /> 3 3 Results of Groundwater Sample Analyses <br /> Table 2 summarizes the laboratory analytical results of groundwater samples collected from six soil <br /> borings GP-1, GP-5, GP-7, GP-8, GP-9 and GP-10 on February 21 1997 Elevated concentrations of <br /> BTEX, TPH-G, and MTBE were reported in groundwater samples GP-1 GP-5 and GP-7 Groundwater <br /> sample GP-1 contained the highest concentrations of benzene MTBE and TPH-G of all samples at 390 <br /> ug/L, 16,000 ug/L, and 16,000 ug/L, respectively The concentration of 1 600 ug/L MTBE reported in GP-8 <br /> using EPA method 8020 was confirmed using EPA method 8260 at a concentration of 870 ug/L Copies of <br /> laboratory analyses reports and chain-of-custody manifests are included in Appendix C <br /> 4 0 SUMMARY and CONCLUSION <br /> A total of 10 geoprobe points were drilled at the subject site six angled borings to vertical depths of 15 feet <br /> under the three USTs and four vertical borings to a depth of 15 feet BGS surrounding the UST pit <br /> (Figure 2) A total of 18 soil samples and six groundwater samples were collected for analysis Analytical <br /> results indicate the soil and groundwater contain BTEX TPH-G and MTBE The highest concentrations of <br /> BTEX, MTBE and TPH-G were found beneath the southern end of the UST pit and trend in a southerly <br /> direction away from the tank pit toward GP-7 and GP-8 (Table 1) <br /> 0470ASMT RPT(Sth 59) <br /> r•� <br /> FLUOR DANIEL GTI <br />
The URL can be used to link to this page
Your browser does not support the video tag.