My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0010818
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
814
>
3500 - Local Oversight Program
>
PR0544222
>
ARCHIVED REPORTS XR0010818
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2019 3:48:28 PM
Creation date
3/5/2019 1:20:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010818
RECORD_ID
PR0544222
PE
3528
FACILITY_ID
FA0005976
FACILITY_NAME
TIRE & WHEEL MASTERS
STREET_NUMBER
814
Direction
E
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16718101
CURRENT_STATUS
02
SITE_LOCATION
814 E CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
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.
/
24
PDF
View images
View plain text
' Ge,; r TecFinscsYncReport Page 3 <br /> WelFlnstallat�on <br /> Morita Brothers <br /> Project No 724 2 <br /> N01ember 12, 1999 <br /> 3.1 Analytical Results <br /> Soil Sample Analysis <br /> • In summary, only low levels of benzene were detected in one soil sample from one <br /> boring, MW-4 at 50 feet <br /> • None of the other BTEX compounds or TPH-G were detected in either MW-4 or MW-5 <br /> • None of the oxygenated fuel compounds were detected in either MW-4 or MW-5 <br /> ITable 1 in Appendix A is a full summary of all soil analytical data collected at the site <br /> 3.2 Geology and Field Observations <br /> IThe following section discusses the subjective field observations and geology documented <br /> during this investigation based on the interpretations of the field geologist <br /> I • The site exhibits a primarily clayey geology The clay is typically tan to brown and <br /> shows the presence of small amounts of sand The color changes to a gray or blue color <br /> once groundwater is encountered The clay ranges from plastic and soft to hard <br /> I depending on moisture content <br /> • A gasoline odor was easily detectable in samples from 40, 45 and 50 feet bgs in MW-4 <br /> • Recharge to the boreholes was slow with no standing water present in the borehole during <br /> drilling Groundwater level stabilized in the wells a couple hours after drilling at 35 feet <br /> bgs <br /> • No evidence of contamination was observed in the soil samples during drilling of the <br /> lie <br /> borehole for MW-5 <br /> See Appendix B, Boring Logs for more information <br /> 4.0 CONCLUSIONS AND RECOMMENDATIONS <br /> Based on our interpretation of the data collected over the course of this subsurface <br /> investigation, GTI have reached several conclusions These conclusions are based on the <br /> premise that the data we considered, although incomplete, are representative of actual site <br /> conditions We acknowledge that there may be undiscovered conditions, which would upon <br /> their consideration, change our interpretation and thus our conclusions <br /> f Our recommendations are based on our knowledge of site conditions, and on the state and <br /> limitations of subsurface investigative technology <br /> 4.1 Conclusions <br /> Geological Technics Inc , taking into consideration the data obtained from this investigation <br /> and from the data compiled during previous soil and groundwater investigations and the <br /> regular groundwater monitoring events, makes the following conclusions <br /> 1 It appears that the soil plume has been defined to the east and west MW-4 is interpreted <br /> to be on the edge of the soil plume on the west <br /> I2 Groundwater samples from MW-5 will most likely show contamination <br /> • <br />
The URL can be used to link to this page
Your browser does not support the video tag.
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).