My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0006834
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
Y
>
YOSEMITE
>
420
>
2900 - Site Mitigation Program
>
PR0537485
>
ARCHIVED REPORTS_XR0006834
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/27/2020 5:29:52 PM
Creation date
7/27/2020 3:34:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006834
RECORD_ID
PR0537485
PE
2957
FACILITY_ID
FA0021568
FACILITY_NAME
FORMER RAINWATER CAR WASH
STREET_NUMBER
420
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
21931206
CURRENT_STATUS
01
SITE_LOCATION
420 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
33
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
' 30 April 2000 <br /> AGE-NC Project No 97-0333 <br /> ' Page 4 of 5 <br /> ' 4.0. SUMMARY AND CONCLUSIONS <br /> The implications from the January 2001 ground water monitoring event are as follows <br /> ' • Ground water flow direction at the site was inferred to be towards the north at a gradient of <br /> 0 001 or less, due to the low gradient at the site, slight variations in ground water <br /> ' measurements or changes of recharge/discharge of the local ground water could greatly <br /> modify ground water flow direction <br /> • The ground water elevation at the site was within the screened intervals of wells MW-1, <br /> ' MW-2,MW-3,MW-4 and MW-5 which should yield samples fully representative of shallow <br /> ground water conditions <br /> ' • Ground water elevations increased at the site an average 0 70 feet between the October 2000 <br /> and the January 2001 ground water monitoring events, the increase of ground water <br /> elevations is probably due to seasonal fluctuation <br /> ' • The core of the dissolved petroleum hydrocarbon plume appears to be located in the area of <br /> MW-2 (screened between 12 and 32 feet bsg), analysis of ground water samples collected <br /> Mfrom MW-2 suggest the core of the plume is impacted by TPH-g, BTEX, and MTBE <br /> • Substantial concentrations of dissolved TAME have previously been detected in water <br /> samples collected from well MW-1 and a grab ground water sample collected from. P-3 <br /> ' indicating that there is a limited area impacted with TAME in ground water in the area <br /> assessed <br /> ' • Substantial concentrations of PCE were detected in water samples collected from MW-4, low <br /> concentrations of TCE were detected in water samples collected from MW-5, PCE and TCE <br /> are chlorinated solvents that are often associated with dry cleaning operations <br /> ' • A substantial concentration of hexachlorobutadiene was detected in the water sample <br /> collected from MW-2 while lesser concentrations were detected at MW-1 <br /> ' • A substantial concentration of 1,2,3-tnchlorobenzene was detected In the water sample <br /> collected from MW-2 <br /> ' 0 The vertical extent of dissolved petroleum hydrocarbons is not known at the site, Figures 5 <br /> and 6 in Cone Penetrometer Testing Site Investigation - Fourth Quarter 2000, dated 07 <br /> February 2001 depict dissolved petroleum hydrocarbon-impact at depths up to 137 feet bsg, <br /> ' • The lateral extent of the dissolved petroleum hydrocarbon plume is not fully defined toward <br /> the northwest, north, east and southeast of the current area bound by wells MW-1 MW-2 <br /> MW-3, MW-4 and MW-5 (Figure 4) <br /> Advanced Geok.nvironmental Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.