My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0007153
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
T
>
TURNPIKE
>
1211
>
3500 - Local Oversight Program
>
PR0545771
>
ARCHIVED REPORTS_XR0007153
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/8/2020 10:23:12 PM
Creation date
6/9/2020 2:54:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007153
RECORD_ID
PR0545771
PE
3528
FACILITY_ID
FA0009390
FACILITY_NAME
R&B AUTO REPAIR
STREET_NUMBER
1211
Direction
S
STREET_NAME
TURNPIKE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
147-160-05
CURRENT_STATUS
02
SITE_LOCATION
1211 S TURNPIKE RD
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.
/
30
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
MTBE, ETBE, DIPE, TBA, TAME, 1,2-Dichroloethane, and 1,2-Dibromoethane using <br /> to EPA method 8260B <br /> DISPOSITION OF WASTEWATER <br /> The 90 gallons of wastewater that were generated from purging of the monitor wells and <br /> decontamination of the purging and sampling equipment were transported via a non <br /> hazardous waste manifest to Instrat, Inc , a licensed recycling facility on July 1, 2004 <br /> GROUNDWATER GRADIENT AND FLOW DIRECTION <br /> Figure 4 shows the groundwater elevation gradient and flow direction determined from <br /> depth to water measurements at the four on-site monitor wells on June 17, 2004 The <br /> groundwater elevation has increased by an average of 0 25 feet since the previous <br /> quarterly monitoring round on February 27, 2004 The flow direction is to the ESE The <br /> overall gradient is 0 002 feet/linear foot <br /> RESULTS OF CERTIFIED ANALYSIS OF GROUNDWATER SAMPLES <br /> The results of the certified analyses of groundwater samples collected from the four <br /> monitor wells on June 17, 2004 are shown in Table 1 Copies of the laboratory reports <br /> are included as Appendix C of this report <br /> TPH-G concentrations in MW1-MW3 ranged from a maximum of 4500 ug/1 at monitor <br /> well MW1 to 1300 ug/1 at monitor well MW2 Monitor well MW4, completed in a lower <br /> aquifer, showed a TPH-G concentration of 180 ug/l <br /> Benzene concentrations in MW 1-MW3 ranged from a maximum of 2000 ug/1 at MW 1 to <br /> 450 ug/l at MW2 Monitor well MW4 showed a Benzene concentration of 0 6 ug/1 <br /> MTBE concentrations in MW1-MW3 ranged from a maximum of 26 ug/1 at MW3 to 3 9 <br /> ug/1 dt MW2 MTBE was not detected above 0 5 ug/l in MW4 <br /> The remaining fuel oxygenants, TBA, ETBE, DIPE, and TAME were not found above <br /> the laboratory detection limits in any of the four monitor wells <br /> The lead scavenger 1,2 Dichloroethane (DCA) was detected in a concentration of 2 1 <br /> ug/L in MW3 and 1 8 ug/L in MW2 DCA was not detected above the laboratory limit of <br /> 5 ug/L and 0 5 ug/L in MWl and MW4 respectively 1,2 Dibromoethane (DBA or EDB) <br /> was not found in any of the monitor wells above the laboratory detection limit that ranged <br /> from 0 5 to 5 ug/L <br /> Figure 5 shows the distribution of TPH-G, BTEX, and MTBE in groundwater and the <br /> estimated lateral limits of the TPH-G in groundwater as determined from groundwater <br /> samples collected on June 17, 2004 <br /> i <br /> 3 Arc Pump QM 4-6, 2004 <br />
The URL can be used to link to this page
Your browser does not support the video tag.