My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011062
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
814
>
3500 - Local Oversight Program
>
PR0544222
>
ARCHIVED REPORTS XR0011062
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2019 6:22:02 PM
Creation date
3/5/2019 1:47:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011062
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.
/
51
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
C'"togualrahwasInc Page S <br /> Morita <br /> Additional Site Characterization Report <br /> Project No 724 2 <br /> April 19,2004 <br /> ' Wells MW-1101210 <br /> Intermediate and deep well pair N4W-1101210 was installed approximately 40 feet southeast <br /> ' of the site This is a down gradient position and the subsurface in this location is <br /> characterized as follows <br /> ❑ The subsurface contained alternating layers of sands, silts and clays <br /> ❑ Shallow samples contained both live roots and root tubes <br /> ❑ Sand intervals occur at 0— 5, 20, 35, 45, 70—75 feet bgs <br /> ❑ The sands ranged from very fine to coarse in grain size and brown to grey in color <br /> CaCO3 nodules, iron oxide staining and black organic detritus or magnetite were <br /> ' occasionally present <br /> ❑ Fine grain units- silts and clays were found at depths of approximately 10 - 15, 25 - <br /> 35, 40, 50—70 feet bgs <br /> ❑ The silts and clays ranged from light brown, light grey to blue/green-grey or grey in <br /> color with some CaCO3 nodules and black organic detritus or magnetite <br /> ❑ Groundwater was encountered at approximately 38 feet bgs <br /> ❑ No field evidence of contamination was noted in samples from these borings <br /> Figure 3 indicates the locations of geological cross sections presented in Figures 4 and 5 <br /> The site exhibits little correlation between boreholes and this situation is exacerbated by the <br /> ' fact that different geologists logged the boreholes For this reason the cross sections have <br /> coarse grained units combined (sands, clayey sands, silty sands) and fine grained units <br /> combined (clays, silts, sandy clays) This serves to identify the preferential pathways for <br /> contaminant migration through units of greater hydraulic conductivity <br /> Note The cross sections were developed using data gathered by different individuals <br /> utilizing different methodologies Therefore, they need to be looked at as one of several <br /> possible interpretations of actual site conditions) <br /> Figure 4 Cross Section A — A' illustrates the geology trending from the northwest to the <br /> ' east side of the site The diagram indicates that more sands are present below 65 feet bgs on <br /> site and below 50 feet bgs in the off-site location of MW-1091209 GTI's interpretation of <br /> the geology has shown sand units at 25 and 50 feet bgs as laterally continuous These units <br /> were not uniformly identified in the original boring logs for wells MW-1 through MW-5, <br /> ' however, these boreholes were sampled at 5 foot intervals by different geologists <br /> Figure 5 Cross Section B — B' illustrates the geology trending from southwest to the <br /> northeast off site The geology is similar to that present in Figure 4 <br /> 5.0 CONCLUSIONS & 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 /> Our recommendations are based on our knowledge of site conditions, and on the state and <br /> limitations of subsurface investigative technology <br />
The URL can be used to link to this page
Your browser does not support the video tag.