My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0008538
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WATERLOO
>
2537
>
3500 - Local Oversight Program
>
PR0545857
>
ARCHIVED REPORTS_XR0008538
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/15/2020 8:28:53 PM
Creation date
7/15/2020 2:53:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008538
RECORD_ID
PR0545857
PE
3528
FACILITY_ID
FA0005147
FACILITY_NAME
E-Z FOOD
STREET_NUMBER
2537
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
11914035
CURRENT_STATUS
02
SITE_LOCATION
2537 WATERLOO RD
P_LOCATION
99
P_DISTRICT
001
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.
/
84
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
CLEARWATER <br /> • R O P <br /> En in <br /> veranrnlal Snwces <br /> accordance with the procedures detailed in the approved workplan Wells MW-9 through MW-12 were <br /> constructed using two-mch diameter schedule 40 PVC well casing materials The wells were completed <br /> at 65 feet bgs and screened from the completed depth to 40 feet bgs to allow for water table fluctuation <br /> The well construction logs are presented with the boring logs in Appendix B Soil boring, well <br /> installation, and well development protocols are presented in Appendix A <br /> Well Development, Surveying and Groundwater Sampling <br /> The top of PVC well casing for each new well was tied into the existing well survey datum on June 7 and <br /> June 8, 2001 The wells were developed until parameters had stabilized and the wells recharged to <br /> 85% Well development data sheets are presented in Appendix C <br /> Groundwater samples were collected from the new well and each existing monitoring well on June 7 and <br /> June 8, 2001 Groundwater sampling was conducted in accordance with the attached protocols <br /> (Appendix A) The samples were analyzed for concentrations of TPH-G by EPA Method 8015 and for <br /> BTEX and MTBE using EPA Method 8020 The water samples were analyzed by Entech Analytical, a <br /> DOHS certified ELAP laboratory located in Sunnyvale, CA <br /> The new wells were surveyed into the existing wells on June 8, 2001 to incorporate them into the <br /> groundwater monitoring program and to establish accurate and current groundwater elevation and flow <br /> direction data <br /> Results of the Site Investigation <br /> The results of the investigative tasks described in the preceding section of this letter report are <br /> discussed as follows <br /> Soil Sampling - Chemical Testing Results <br /> As mentioned above, soil samples were selected for laboratory analysis based on field screening and <br /> significant changes in lithology and analyzed for TPH-G, BTEX and MTBE by EPA Method 8260 The <br /> samples selected for laboratory analysis are indicated on Table 1 The samples collected from all of the <br /> borings indicated soils free of detectable levels of hydrocarbons or only very low levels The maximum <br /> concentration of TPH-G detected in any soil sample was measured at 1,100 mg/kg in MW-10 at 40 feet <br /> bgs Concentrations of TPH-G did not exceed 20 mg/kg in samples collected from MW-9 or MW-11 <br /> Benzene was measured at a maximum concentration of 15 mg/kg in MW-12 at 60 feet bgs Concentrations <br /> Page 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.