My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0005009
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
M
>
MONTE DIABLO
>
1766
>
2900 - Site Mitigation Program
>
PR0535112
>
ARCHIVED REPORTS_XR0005009
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/16/2020 2:18:31 AM
Creation date
3/17/2020 2:50:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005009
RECORD_ID
PR0535112
PE
2957
FACILITY_ID
FA0020296
FACILITY_NAME
CHAPIN BROTHERS INC
STREET_NUMBER
1766
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
13505050
CURRENT_STATUS
01
SITE_LOCATION
1766 MONTE DIABLO AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
66
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
• 29 December 2003 <br /> AGE-NC Project No 95-0103 <br /> Page 3 of 5 <br /> 25 BOREHOLE ABANDONMENT <br /> At the conclusion of soil boring activities, the borings were permanently sealed to prevent vertical <br /> migration of contaminants Under EHD oversight, the borehole was backfilled with cement slurry <br /> from the total depth to surface grade <br /> 3 0. FINDINGS <br /> Soil descriptions from boring logs CB6, CB7 and CBS, supplemented with soil descriptions from <br /> previous site investigations,were utilized to construct the site geological model, laboratory analysis <br /> of the soil samples was utilized to assess the petroleum-hydrocarbon impact on soil Analytical data <br /> from the soil analysis are presented below and in Tables 1 through 2, soil boring log and copies of <br /> the field measurements and laboratory reports are included in Appendices B and C <br /> 3 1 STRATIGRAPHY AND DEPTH TO GROUND WATER <br /> . Silty clay was generally encountered from a depth of approximately 5 feet to between 15 and 17 feet <br /> bsg A gray, generally silty fine sand was distributed at depths between 15 and 27 feet bsg on-site, <br /> off-site,the sand was generally distributed at depths between 20 and 30 feet bsg Alight green to blue <br /> green clay was usually encountered beneath the sand Ground water was encountered at depths <br /> ranging from 17 feet to 20 feet bsg, once ground water was encountered, a hydrocarbon odor can <br /> be detected <br /> I <br /> Soil borings are depicted in Appendix B A stratigraphic cross section with the distribution of <br /> hydrocarbon impacted soil is depicted in Figure 3 <br /> 3 2 HYDROCARBON-IMPACTED SOIL <br /> Forty-two soil samples were analyzed for TPH-g,BTEX,and MTBE,selected samples were analyzed <br /> for fuel additives <br /> • TPH-g was detected in twelve of the soil samples analyzed at concentrations as great as <br /> 550 milligram per kilogram (mg/kg), in soil sample CBI 0-20 (17 feet bsg vertical depth) <br /> • TPH-g was not detected in soil samples collected above a vertical depth of 17 feet bsg, and <br /> except for sample CB7-36 (31 feet bsg vertical depth) near the northeastern corner of the <br /> building,TPH-g was not detected in soil samples collected below a vertical depth of 24 feet <br /> bsg <br /> • <br /> Advanced GeoEnvirownental,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.