My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0008255
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
S
>
SAN JOAQUIN
>
711
>
3500 - Local Oversight Program
>
PR0545672
>
ARCHIVED REPORTS_XR0008255
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/19/2020 12:20:10 PM
Creation date
5/19/2020 12:16:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008255
RECORD_ID
PR0545672
PE
3528
FACILITY_ID
FA0005000
FACILITY_NAME
COMMUNITY FABRICARE INC
STREET_NUMBER
711
Direction
S
STREET_NAME
SAN JOAQUIN
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
711 S SAN JOAQUIN ST
P_LOCATION
01
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.
/
42
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
2.3 Groundwater Monitoring <br /> On May 17, 1996, IT monitored and sampled groundwater from three existing wells at the <br />' former Fabncare site Depth to groundwater measurements were taken to all three of the <br /> morutonng wells to evaluate groundwater flow and gradient characteristics The depth to <br /> groundwater at the site ranged from 35 92 to 36 69 feet below ground surface Based on a pnor <br />' wellhead elevation survey referenced to a relative surface elevation of 100 feet, groundwater <br /> elevations beneath the site ranged from a high of 65 55 feet in MW-2 to a low of 64 15 feet in <br /> MW-3 Based on field observations and groundwater surface elevation contours, the surveyed <br /> well head elevations may not be accurate, therefore, groundwater elevation data may not reflect <br />' actual conditions Based on this suspect survey, groundwater flows north at a hydraulic gradient <br /> of 0 047 feet/feet Groundwater monitoring data and well construction details for the three <br />' monitoring wells are summarized in Table 4 <br />' 2.4 Groundwater Sampling and Analysis <br /> On May 17, 1996, the three monitoring wells were purged of at least three well volumes using a <br /> decontaminated PVC bailer and sampled Sample Information Forms documenting well <br /> monitoring, purging and sampling data are included in Appendix B <br /> Groundwater samples were collected from the three wells using a Teflon sampling bailer. packed <br />' in an iced cooler, and transported under Chain-of-Custody manifest to Sparger Technology,Inc , <br /> a California-certified analytical laboratory (#1614) located in Sacramento, California The <br /> laboratory analyzed each groundwater sample for TPH-gasoline and BTEX by Modified EPA <br />' Method 8015/8020 <br /> Results of the groundwater sample analyses indicate that petroleum hydrocarbons have impacted <br /> the groundwater beneath the site TPH-gasoime is present in groundwater at concentrations of <br />' up to 770µg/L in MW-3 Benzene was also detected in the groundwater sample from MW-3 at a <br /> concentration of 2 2 ,u Low concentrations of toluene, ethylbenzene and xylenes were also <br />' present in the groundwater Analytical results are summarized in Table 5 and the laboratory <br /> reports are included in Appendix C <br /> 5 <br /> - <br />
The URL can be used to link to this page
Your browser does not support the video tag.