My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012436
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
L
>
LODI
>
501
>
2900 - Site Mitigation Program
>
PR0505714
>
ARCHIVED REPORTS_XR0012436
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2020 12:31:26 PM
Creation date
3/4/2020 9:17:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012436
RECORD_ID
PR0505714
PE
2950
FACILITY_ID
FA0003590
FACILITY_NAME
M B P
STREET_NUMBER
501
Direction
W
STREET_NAME
LODI
STREET_TYPE
AVE
City
LODI
Zip
95240
APN
03731045
CURRENT_STATUS
02
SITE_LOCATION
501 W LODI AVE
P_LOCATION
02
P_DISTRICT
004
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.
/
78
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
1 <br /> ' 21 January 1999 <br /> AGE-NC Project No 98-0450 <br /> Page 5 of 8 <br />' 30 FINDINGS <br /> 31 STRATIGRAPHY <br /> tSilty clay was generally encountered ed from a depth of approximately 5 feet to 30 feet or 40 feet bsg <br /> across the site Light colored sands were encountered at a depth of 30 feet bsg in the former <br /> dispenser area and at 40 feet bsg in the former UST area The sand bodies thickness increased as <br /> viewed from the south to the north under the former UST <br />' Silty clay was encountered at a depth of 45 feet bsg in the dispenser area(boring SB7)and silty clay <br /> was not encountered until a depth of 55 feet bsg under the former UST excavation Silty clay was <br />' only encountered in the soil samples colleted north of the site Soil borings are depicted in Appendix <br /> A A stratigraphic cross section of soils at the site is depicted in Figure 3 <br />' Based upon soil samples submitted for geotechnical analysis, fine sand encountered below <br /> approximately 30 to 35 feet bsg have a permeability of 2X10 5 cm/sec and an average porosity of <br /> 40% The total percentage of organics calculated from the soil sample analyzed was 133% The soil <br /> material laboratory report (Cooper Testing Laboratory report dated 11 November 1998) and chain- <br /> of-custody form are included in Appendix D <br /> 32 HYDROCARBON-IMPACTED SOIL <br />' • TPH-g was detected in soil boring SB 1, located directly north of the former UST excavation, <br /> at a depth of 15 feet bsg at 14 milligrams per kilogram (mg/kg) BTEX compounds were <br />' detected in the same soil sample at concentrations of 0 066 mg/kg, 0 4 mg/kg, 0 28 mg/kg <br /> and 2 2 mg/kg, respectively <br /> • TPH-g was not detected in soil borings S132 nor SB3 BTEX compounds were detected in <br />' one soil sample from SB2, from a depth of 35 feet bsg at concentrations of 0 012 mg/kg <br /> benzene, 0 041 mg/kg toluene, 0 005 mg/kg ethyl-benzene and 0 043 mg/kg total xylene <br />' BTEX compounds were not detected in the analyzed soil samples from SB3 or any of the <br /> other analyzed soil samples collected from soil boring SB2 <br /> • TPH-g and BTEX compounds were detected in soil samples from boring SB4 from depths <br />' of 15 feet bsg to depths of 50 feet bsg Benzene was detected in soil boring SB4 from depths - -—of 15 feet bsg to depths of 30 feet bsg TPH-g was detected at a maximum concentration in <br /> this soil boring at 9,600 mg/kg in sample SB4-15 Benzene was detected in the same soil <br /> sample at 24 mg/kg <br /> • TPH-g and BTEX compounds were detected in soil boring SBS from depths of 15 feet bsg <br /> AdiancedGeoEn,,iron mental,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.