My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002433
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
385
>
2900 - Site Mitigation Program
>
PR0508441
>
ARCHIVED REPORTS_XR0002433
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/22/2020 1:25:40 PM
Creation date
1/22/2020 1:18:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002433
RECORD_ID
PR0508441
PE
2950
FACILITY_ID
FA0008077
FACILITY_NAME
CALIFORNIA HIGHWAY PATROL #266
STREET_NUMBER
385
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21449012
CURRENT_STATUS
01
SITE_LOCATION
385 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
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.
/
13
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
WINZLER�KELLY <br /> C 0 N 5 U L T 1 N G E N G I N E E R 5 <br /> Mr James Ueda <br /> ' May 26, 2004 <br /> Page 4 <br /> ' percentage recovery of known analyte spikes The recovery percentages for all of the sample analytes <br /> were within acceptable ranges The complete laboratory report, QA/QC data, and the chain-of- <br /> custody form for the groundwater samples are included in Appendix C <br /> ' SITE GEOLOGY AND HYDROGEOLOGY <br /> The subsurface sods encountered in well boring MW-4 consisted primarily of interbedded layers of <br /> silts and clays of moderate to good plasticity Groundwater equilibrated at approximately 3 73 feet <br /> below top of casing This is similar to the three shallow wells <br /> ' No sands or gravels were encountered in the well borehole during drilling The well was screened <br /> across a saturated silt unit from 30 to 35 feet bgs A copy of the boring log is provided in Appendix <br /> ' D <br /> CONCLUSIONS <br /> ' Monitoring well MW-4 was installed in order to define the vertical extent of contamination <br /> downgradient of the former UST The laboratory analysis of the soil and groundwater samples <br /> collected from this well did not identify the presence of any petroleum related constituents at <br /> concentrations above the laboratory's RDLs The absence of these constituents indicates that the <br /> lower aquifer is not Impacted by contamination from the former UST <br /> ' The concentrations of the constituents detected in the groundwater samples collected from <br /> monitoring wells MW-1 through MW-3 indicate that contaminant concentrations in the shallow <br /> groundwater zone are very low and are declining with time In addition, the concentrations of <br /> ' petroleum-related constituents detected in these wells are below the State of California primary <br /> drinking water maximum contaminant levels (MCLS) For example, the MC�Ls for total xylenes and { <br /> MTBE2 the two contaminants detected in the groundwater on April 7,2004, are 1,750 and 13' ug/L,respectively In comparison, total xylenes were detected In monitoring well MW-2 at 1 1 ug/L whle <br /> MTBE was detected in MW-2 and MW-3 at 1 S and 14 ug/L,respectively <br /> ' RECOMMENDATIONS <br /> The April 7, 2004 sampling event verified that the concentrations of petroleum hydrocarbons in the <br /> groundwater at the site are very low and continuing to decline In addition, the deep well (MW-4) did <br /> not contain any petroleum related constituents, indicating that the lower aquifer is not impacted <br /> Based on this, the site no longer represents a threat to groundwater, and Winzler& Kelly <br /> ' recommends that the site be closed <br /> 1 <br /> i <br /> I 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.