My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0012681
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
E
>
EL DORADO
>
1347
>
3500 - Local Oversight Program
>
PR0544667
>
ARCHIVED REPORTS XR0012681
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2019 3:48:06 PM
Creation date
7/17/2019 11:16:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012681
RECORD_ID
PR0544667
PE
3528
FACILITY_ID
FA0004962
FACILITY_NAME
CHEVRON 90342 (INACT)
STREET_NUMBER
1347
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
14716030
CURRENT_STATUS
02
SITE_LOCATION
1347 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
442
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
a' <br /> s <br /> Chevron/S. E1 Dorado 15 <br /> August 1990 <br /> in Concord, California. The water samples were analyzed for the <br /> presence of STEX and TPH-as-gasoline using modified EPA Methods <br /> 5030/8020/8015. Samples from MW-1 were analyzed for TPH-as- <br /> diesel using EPA Method 8015, for the presence of TOG using EFA <br /> Method 3550/ APHA SM 5038, for TPH-as-waste--oil using APHA SM 503 <br /> E/IR, and for the presence of Cd, Cr, Pb, and Zn using EPA <br /> Methods 7005/6010. <br /> SUBSURFACE CONDITIONS <br /> SCILS <br /> The subsurface conditions encountered during this <br /> investigation consisted prinarily of sandy and clayey silts to an <br /> approximate depth of 48.0-feet below ground surface. From f <br /> approximately 48.0-feet to 58.0-feet below grade the sediments <br /> consisted of silty and clayey sands. In all three borings <br /> groundwater was encountered at approximately 47.0-feet to <br /> 48.0-feet below ground surface. Subsequent water level measure- <br /> ments indicate that the water level rose to approximately 40.0- <br /> feet below ground surface. The groundwater appears to be con-- <br /> tained within the pore spaces of the silty fine-grained sands and <br /> silts encountered below 49 feet with the sandy and clayey silts <br /> above that depth creating semi-confined conditions at the site. <br /> r+ <br /> Field screening by headspace analyses with a PIU indicated <br /> that soil samples collected from monitoring well MW-1 at a depth <br /> �. of 18.0 feet, 34.0 feet, and 39.0 feet contained detectable <br /> ! , volatile hydrocarbon vapors at 20 ppm, s0 ppm, and 15 ppm, <br /> respectively. All samples field screened from monitoring wells <br /> MW-2 and MW-3 were below 3 ppm. The PID readings are listed on <br /> the boring logs included in Appendix F. Based on field <br /> T - -- -- <br /> ----- ---observations,--proximity---to-the-water table, and-PID-readings, <br /> - - <br /> samples from each boring were submitted for laboratory analyses. <br /> The results of the laboratory analyses are summarized in Table 3. <br /> The laboratory report is included in Appendix H. <br /> ---� GNOI'51111iYTF:N <br /> „ TF xIi\O DGY.INC. <br />
The URL can be used to link to this page
Your browser does not support the video tag.