My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0009294
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
E
>
EL DORADO
>
2315
>
2900 - Site Mitigation Program
>
PR0544690
>
ARCHIVED REPORTS XR0009294
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/24/2019 1:22:11 PM
Creation date
7/24/2019 1:00:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009294
RECORD_ID
PR0544690
PE
3528
FACILITY_ID
FA0005839
FACILITY_NAME
CASTLE AUTOMOTIVE REPAIR INC.
STREET_NUMBER
2315
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12510017
CURRENT_STATUS
02
SITE_LOCATION
2315 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
002
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.
/
69
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
' GealogicalTec/acccslnr Page 9 <br /> Site Characterization Report <br /> ' Project No 724 2 <br /> May 9,2006 <br /> • <br /> ' 3.3 Contaminant Mass Estimate Calculations <br /> The contaminant data gleaned during this and previous field efforts will be presented in a <br /> forthcoming Site Conceptual Model (SCM) report <br /> 4.4 CONCLUSIONS AND RECOMAMNDATIONS <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 /> 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 /> • The geology of the site consists primarily of alternating layers, lenses and <br /> interstratified beds of clays, silts and sands Significant units containing gravels are <br /> absent <br /> ' • Groundwater flow trends northeast to east <br /> a High levels of BTEX and TPH-G are present in the groundwater of all six on-site <br /> shallow and intermediate monitoring wells (MW-1 through MW-6) <br /> ' * The soil contamination above the water table appears to be hrmted in lateral extent to <br /> the areas directly within 15 feet of the former dispenser island <br /> • The residual soil TPH-G contamination in the vadose zone and sorbed hydrocarbons <br /> below the water table continues to provide a source for dissolved hydrocarbon <br /> groundwater plume <br /> • The groundwater plume contamination is stratified with the main mass of <br /> contaminants having migrated to a depth of 45 to 70 ft bgs <br /> • Sandy units below 60 — 65 feet below grade may be acting as a preferential pathway <br /> ' for contaminant migration to the northeast of the site as depicted in Figure 6 <br /> • The low levels of contaimnation in well MW-101 and lack of contaminants in MW- <br /> 201 suggests that these wells define the vertical linut of the plume beneath the site <br /> t • The plume boundary has been defined by the advancement of the CPT borings The <br /> down gradient extent of the plume probably attenuates to tion-detect levels within 50 <br /> feet of the CPT locations <br /> ' • The detections of THP-G in the northern two Shell Stations suggest that a co-mingled <br /> plume is present <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.