My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0006741
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
P
>
PACIFIC
>
6230
>
2900 - Site Mitigation Program
>
PR0543479
>
ARCHIVED REPORTS_XR0006741
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/5/2020 10:30:11 AM
Creation date
5/5/2020 9:52:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006741
RECORD_ID
PR0543479
PE
2960
FACILITY_ID
FA0024679
FACILITY_NAME
CANEPA'S CAR WASH
STREET_NUMBER
6230
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
081360030
CURRENT_STATUS
01
SITE_LOCATION
6230 PACIFIC AVE
P_LOCATION
01
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.
/
45
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
' QUARTERLY MONITORING REPORT,July 1998 <br /> CANEPA CAR WASH <br /> 6230 Pacific Avenue,,Stockton,CA <br /> August 24 1998 <br />' Page -4 <br /> MW-1, MW-2, MW-4, MW-6, and SV-4 at concentrations ranging from 0 4 (MW-6) to 71,000 µg/l (SV- <br /> 4) MTBE was detected in samples collected from MW-1, MW-3, and SV-4 at concentrations of 220, <br />' 6 5, and 70,000 µg/l, repetitively A summary of the current groundwater sample laboratory analytical <br /> results is presented in fable 2, below, and in Figure 2, Appendix A Laboratory report sheets indicating <br /> analytical methods used, detection limits, and the results of the analyses are contained in Appendix C <br /> The historical groundwater analyses are presented in Table A, Appendix B <br />' TABLE 2 <br /> LABORATORY ANALYSES (July, 1998) <br />' B T E X TPH-G MTBE Other Oxygenates* <br /> Detection limits 03 03 03 06 005 1 0 See Labortary <br /> Monitor Well Pg/l lig/l pg/1 µg/1 Mg/1 µg/1 Report Sheets <br />' 1707-MW1-7/22/98 4,900 1 200 400 1 ND** 32 220 ND** <br /> 1707-MW2-7/22/98 34,000 1 4,200 1 ND** 1 3,400 ND** I ND** ND** <br />' 1707-MW3-7/22/98 ND ND ND ND ND 6 5 ND <br /> 1707-MW4-7/21/98 ND 19 ND ND 01 ND ND <br /> 1707-MW5-7/21/98 ND ND ND ND ND ND ND <br />' 1707-MW6-7/21/98 ND 0 4 ND ND ND ND ND <br /> 1707-MW7-7/21/98 ND ND ND ND ND N= ND <br />' 1707-MW8-7/21/98 ND ND ND ND ND ND ND <br /> 1707-SV4-7/22/98 71,000 47,000 1,700 9,400 390 170,000 ND** <br /> Unit Conversions Analvtical <br /> pg/I parts per billion(ppb) B T,F X=benzene,toluene,ethyl benzene,and xylene <br /> inV] parts per million(ppm) TPH-G=total petroleum hydrocarbons quantified as gasoline <br /> tvi rBE=Methyl tertiary Butyl Ether <br /> *Other Oxygenates/Additives=ethanol,Di-isopropyl ether Ethyl tertiary- <br /> Butyl Ether tertiary-amyl Methyl Ethel and tertiary-Butanol <br /> ND=none detected at or above reported laboratory detection limit <br /> ND**=detection limit raised due to elevated concentrations(See <br />' Laboratory Report Sheets) <br />' 5 0 DISCUSSION OF RESULTS <br /> The average depth to groundwater was approximately 35 4 feet below the well measuring points at the <br /> site The groundwater elevation ranged from 21 96 to 22 96 feet bmsl During tine past four years, the <br /> depth to groundwater at the site has ranged from approximately 53 feet to 36 feet bgs The groundwater <br /> elevation contour map (Figure 3, Appendix A) indicates groundwater mounding in the center of the site <br /> • in the vicinity of MW-1 and MW-2 This is generally consistent with previous monitoring results <br /> 01ill, Na6lw- <br /> ;� CONDOR <br />
The URL can be used to link to this page
Your browser does not support the video tag.