My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001908
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
CHEROKEE
>
3535
>
3500 - Local Oversight Program
>
PR0544497
>
ARCHIVED REPORTS XR0001908
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/28/2019 3:36:09 PM
Creation date
5/28/2019 3:00:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001908
RECORD_ID
PR0544497
PE
3528
FACILITY_ID
FA0003687
FACILITY_NAME
OLD TRUCK STOP, THE
STREET_NUMBER
3535
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13206009
CURRENT_STATUS
02
SITE_LOCATION
3535 CHEROKEE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
39
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
C=hbd,Cecd*d,and Cdovmurord,Fueling Island <br /> CIL Ground Water IE eV211n®ffi IIDets <br /> Ground water elevations measured in monitoring wells UST-2 through UST-5 on <br /> December 23, 1996 are presented in Table 1. The average depth to ground water (as <br /> measured from the top of casing for each monitoring well) was approximately 65 feet <br /> bgs. The ground water level recorded this quarter has nsen approximately 3 feet since <br /> last quarter. No free product was observed in any of the wells. <br /> Figure 3 - Relative Ground Water Elevations shows ground water flow beneath the site <br /> on December 23, 1996, to be toward the southeast at a gradient of approximately 0.02 <br /> foot per foot (105 feet per mile). The findings are consistent with the data of previous <br /> monitoring events. This flow direction is similar to the regional flow direction <br /> interpreted from San Joaquin County Spring 1995 !Ground Mater Report Maps (San <br /> Joaquin County Flood Control and Nater Conservation District, 1995). <br /> 4.2, Gir®u nd Water AmeyflCaIl IISeZuRts <br /> n The ground water samples collected from monitoring wells UST-2 through UST-5 were <br /> L analyzed at the laboratory for: <br /> o Total Petroleum Hydrocarbons as diesel (TPH-D) using EPA !!Method <br /> 3550/8015 Modified; and <br /> o Total Petroleum Hydrocarbons as gasoline (TPH-G) using EPA Method <br /> 503015015; and <br /> 0 Benzene, Toluene, Etthylbenzene, and Xylenes (BTEX) using EPA Method <br /> 503015020. The trip blank was only analyzed for BTEX. <br /> yti <br /> Anal cal results for wells UST-2 through UST-5 are listed in Table 2 - Summary of <br /> Ground Water Analytical Results. The certified laboratory reports and chain-of-custody <br /> documentation are presented m Appendix B. <br /> f%69254001quiy iptl4qu%rpt 6 FnWrmmaMa Sc once do Fngineering,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.