My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0008529
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
EL DORADO
>
2057
>
3500 - Local Oversight Program
>
PR0544689
>
ARCHIVED REPORTS XR0008529
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/24/2019 9:54:39 AM
Creation date
7/24/2019 9:51:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008529
RECORD_ID
PR0544689
PE
3526
FACILITY_ID
FA0003735
FACILITY_NAME
QUICK N EASY MART
STREET_NUMBER
2057
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16515309
CURRENT_STATUS
02
SITE_LOCATION
2057 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
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.
/
74
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
I15 May 2004 <br /> • AGE-NC Project No 01-0815 <br /> Page 5 of 8 <br /> encountered from approximately 6 feet bsg to 16 feet bsg in borings MW 1,MW2 and B 1 and from <br />' approximately 6 feet to 26 feet bsg in MW3 Orange brown to blue grey hydrocarbon stained,moist, <br /> clay was encountered from approximately 16 feet to 31 feet bsg in MW 1, MW2 and B1 and from <br /> I 26 to 31 feet bsg in the area of MW3 Gray hydrocarbon stained, moist to'saturated silty sand was <br /> encountered from approximately 31 feet bsg to 45 feet bsg in borings MW2,MW3 and B1 and from <br /> 31 feet bsg to 36 feet bsg in boring MW1 Blue hydrocarbon stained, clay was encountered from <br /> approximately 36 feet bsg to 45 feet bsg in soil boring MW1 and from 46 feet bsg to 50 feet bsg in <br /> boring B1 Lines of cross section are illustrated on Figure 2 and a stratigraphic cross sections are <br /> depicted on Figures 3 and 4 <br /> ISelected soil samples were sent to Cooper Testing Laboratory(CTL) and analyzed for geotechnical <br /> properties The soil sample collected from MW 1 at 25 feet bsg is described as a grey sandy clay,with <br />' a porosity of 37 1%to 38 9%, an average permeability of 3 Ox 10-7 centimeters per second (cm/sec) <br /> and a-specificgravity of 2 75 cm/sec The hydraulic conductivity in sample MW 1-25 ranged from <br /> 3 5x 10 7 cm/sec to 2 6 x 10''cm/sec, which, according to Robertson and others (1990), is consistent <br />' with soil behavior associated with sands and silty sands The soil sample collected from MW2 at 30 <br /> feet bsg is described as a gray silty sand,with a porosity of 41 7%to 44 8%,an average permeability <br /> . of 3 Ox 10-' cm/sec and a specific gravity of 2 76 cm/sec The hydraulic conductivity in sample <br />' MW2 - 30 ranged from S 3x l O'cm/sec to 2 9x 10'cm/sec, which is consistent with soil behavior <br /> associated with silty sand to sandy silt The soil sample collected from MW2 at 40 feet bsg is <br /> described as a gray clay, with a porosity of 42 0% to 40 8%, an average permeability of 1 Ox 10 4 <br /> cm/sec and a specific gravity of 2 71 cm/sec The hydraulic conductivity in sample MW2-40 ranged <br /> from 9 8 x 10' cm/sec to 1 1 x 10-4 cm/sec, which is consistent with soil behavior associated with <br />' gravelly sand to dense sand CTL laboratory reports are included in Appendix E <br /> Hydrocarbon like odors were detected in soil samples collected from 20 feet bsg to total depth (45 <br />' feet bsg) in boring MW 1, between 25 feet and 45 feet bsg in boring MW2, between 25 feet and 45 <br /> feet bsg in boring MW3 and between 25 feet and 50 feet bsg in boring BI In addition,organic vapor <br /> was detected by the OVM in soil samples collected from all four borings at concentrations as high <br />' as 567 parts per million{ppm}in sample B1-35 Organic vapor field measurements are included on <br /> the boring logs in Appendix B <br />' F 32 ANALYTICAL RESULTS O SOIL SAMPLES <br />' A total of 16 soil samples were analyzed for TPH-g, BTEX and five fuel additives <br /> TPH-g was detected in soil samples collected from bonngs MW3 and B1 at maximum <br />' concentrations in each boring of 8 8 milligrams per kilogram (mg/kg) (MW3-30) and 49 mg/kg <br /> • {131-35}, respectively <br />' Advanced CeoEnvironmental,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.