My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0012581
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
CHEROKEE
>
35
>
3500 - Local Oversight Program
>
PR0544475
>
ARCHIVED REPORTS XR0012581
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/17/2019 3:39:12 PM
Creation date
5/17/2019 3:21:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012581
RECORD_ID
PR0544475
PE
3528
FACILITY_ID
FA0003602
FACILITY_NAME
TESORO (SHELL) 68151
STREET_NUMBER
35
Direction
N
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04318003
CURRENT_STATUS
02
SITE_LOCATION
35 N CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
241
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
k., <br /> FQuarterlyGround-Waterd-Water Monitoring January 8, 1990 <br /> o. 502, Lodi, CaliforniaAGS $6041-7 <br /> by Environmental Protection Agency Method 602. The results of these <br /> vious laboratory analyses are summarized in Table 2. Copies of the <br /> . aoratory Analysis Reports are attached. <br /> The results of the laboratory analyses indicate that hydrocarbon constituen_; were not <br /> detected in the s-round-water samples collected from MW-2. MW-3, and MW-5 but were <br /> detected in the samples from MW-1 and MW-4. TPH as gasoline was detected at 0.210 <br /> parts per million (ppm) in the sample from MW-4 and at 0.150 ppm in the sample from <br /> MW-1. Concentrations of the BTEX compounds decreased since the July 21, 1989, <br /> sampling,with the exception of an increa,e in benzene detected in the sample from MW-4. <br /> Applied GeoSystems evaluated the groundwater gradient across the site on November 21, <br /> 1989. The elevation of the top of the casing to each well was evaluated by Moldenhauer <br /> Engineering Company,a licensed land surveyor of Davis,California on November 2'x,1989. <br /> Elevations were measured in feet relative to mean sea level ur,ing a local U.S. Geological <br /> Survey benchmark as a datum. The measurements of the depths to ground water were <br /> combined with the casing elevations to calculate the elevations of the ground-water surface. <br /> These data are summarized in Table 3 and were used to evaluate the gradient of the <br /> W groundwater surface at the time of this quarterly monitoring event (Plate P-3). The <br /> average ground-grater gradient was evaluated to be 0.005,with a flow direction towards the <br /> southwest; the magnitude of the gradient appears to be greater on the northeast end of the <br /> site. The orientation of the ground-water gradient is similar to that evaluated in previous <br /> sampling events. <br /> �+ Applied GeoSystems recommends that monitoring of ground water at the site be continued <br /> on-%-'quarterly basis. The next sampling event has been scheduled for the week of <br /> December 18. 1989. <br /> 2 <br /> L <br /> AppIleal GeoSystems <br />
The URL can be used to link to this page
Your browser does not support the video tag.