My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0005033
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MOFFAT
>
983
>
2900 - Site Mitigation Program
>
PR0507952
>
ARCHIVED REPORTS_XR0005033
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/16/2020 12:59:01 AM
Creation date
3/17/2020 2:09:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005033
RECORD_ID
PR0507952
PE
2950
FACILITY_ID
FA0007846
FACILITY_NAME
OLYMPIAN CFN
STREET_NUMBER
983
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95336
APN
22115006
CURRENT_STATUS
01
SITE_LOCATION
983 MOFFAT BLVD
P_LOCATION
04
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.
/
34
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
15 May 2002 <br /> AGE-NC Project No 98-0432 <br /> Page 3 of 4 <br /> ' to 22 26 feet above mean sea level in monitoring wells MW-6 and MW-5, respectively <br /> (Table 1) Ground water elevation In the monitoring wells increased an average of 2 4 feet since the <br /> previous monitoring event in October 2001 A ground water elevation contour map for April 2002 <br /> is Illustrated on Figure 3 Based on grow d water elevation data,groundwater flow direction Is away <br /> fir well -1 and MW-3 to the f�west The typical ground water flow direction at the site Is <br /> no�i to no west The ground water elevation value from well MW-5, up-gradient, was not used <br /> for the ground water elevation contour map, the value was out of range of all other values by one <br /> ' foot <br /> 32 GROUND WATER ANALYTICAL RESULTS u b3 <br /> ' TPH-d was detected In the ground water samples collected from well <br /> MW4—an4 MW-2 at <br /> concentrations of 110 microgram per liter(�tg/l) The highest concentration of MTBE detected was <br /> In sample MW-1 at 4,000 gg/1 MTBE was also detected In the samples from well MW-2 at 88rg/1 <br /> ' by EPA Method 8260 Modified 3 f tDl a 3 <br /> . There were no reported detections of fuel oxygenating compounds in any of the other ground water <br /> ' samples analyzed In addition, there were no reported detections of BTEX, TPH-g or other fuel <br /> additives In any of the ground water samples analyzed <br /> Analytical results from ground water samples are summarized in Tables 2 and 3 The laboratory <br /> reports(MAI Laboratory ID 0204237-001 A to 006A),quality assurance and quality control(QA/QC) <br /> ' reports and cham-of-custody forms are included In Appendix B <br /> ' 4.0. SUMMARY AND CONCLUSIONS <br /> The following conclusions were drawn from the results of this Investigation <br /> �ou� v 311q 03 <br /> • During this quarter, the prevailing ground water flow direction Is towards the n�thwest <br /> overall This inconsistent flow dlrcctlon may be due to a surface water release near northern <br /> ' portion of the site and will be verified by further sampling events or may be due to small <br /> measurement variations with ground water at a very low gradient <br /> • TPH-d, detected only In MW-1 at a concentration of 110 gg/l <br /> • MTBE was detected in wells MW-1 and MW-2 at concentrations as high as 4,000 pg/1 Two <br /> water samples collected had reported concentrations of MTBE that exceed the State of <br />' California maximum contaminant level (MCL) m w-1 I -4/DDb.u_ 1 L <br /> Advanced GeoEnvironmental,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.