My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0003708
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
K
>
KETTLEMAN
>
501
>
3500 - Local Oversight Program
>
PR0545337
>
ARCHIVED REPORTS_XR0003708
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/11/2020 2:04:29 PM
Creation date
2/11/2020 11:39:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003708
RECORD_ID
PR0545337
PE
3528
FACILITY_ID
FA0003629
FACILITY_NAME
ARCO STATION #434*
STREET_NUMBER
501
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
03119028
CURRENT_STATUS
02
SITE_LOCATION
501 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
90
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
Mr. Kyle Christie <br /> January 11, 1995 11 <br /> Page 2 <br /> t�l <br /> Quarterly Monitoring Results and Discussion <br /> The groundwater flow across the site is generally to the south with a hydraulic gradient of <br /> approximately 0.002. Water-level data are listed in Table 1. Table 2 shows historical <br /> hydraulic gradients and groundwater flow directions. Figure I illustrates groundwater <br /> contours and the groundwater flow direction. Well W-213 was not used for contouring, as this <br /> well is completed in a deeper zone than the other wells. Wells W-2A and W-4 were not used <br /> in contouring because these wells were dry. Well W-10 was not used in contouring because <br /> it was inaccessible. <br /> The approximate southern flow direction and gradient of 0.002 are within the ranges <br /> previously reported. On September 28, 1994, the depth-to-water ranged from 65.60 feet in <br /> well W-8 to 67.15 feet in well W-IA. Water-levels in the monitoring wells decreased an <br /> average of 3.39 feet between June 23, 1994 and September 28, 1994. Well W-2A has been <br /> dry since August 1993, with the exception of last quarter when the water-level elevation was <br /> -20.30 feet. The reason for last quarter's change in water-level is unclear. <br /> Current and historical analytical results are summarized in Table 3. The complete laboratory <br /> report and chain-of-custody documentation, for the quarterly sampling are presented in <br /> Exhibit A. Benzene was detected in well W-3, and toluene was detected in well W-5. No <br /> other BTEX or TPH-G constituents were detected in any of the sampled wells. The detection <br /> limits for benzene and TPH-G are 0.5 and 50 micrograms per liter (pg/1), respectively. The <br /> reason for the presence of benzene in the sample from well MW-3 is unknown at this time. <br /> BTEX and TPH-G had not been detected in that well during all four quarters of 1993. BTEX <br /> and TPH-G constituents started showing up in this well during the first quarter of 1994, at <br /> levels relatively close to the detection limits. GTI was contracted by ARCO to conduct the <br /> 1994 sampling at this and other sites, and the first quarter of 1994 was the first time that GTI <br /> sampled this facility. The presence of toluene in the sample from well MW-5 is suspicious <br /> in that well MW-5 has not contained any BTEX or TPH-G constituents since February 1992. <br /> However, toluene is a common ingredient in permanent marking pens and is also used <br /> - extensively in laboratories Toluene may be present in the MW-5 sample because a permanent- _ <br /> marking pen may have been used to label the sample bottle, or because of laboratory <br /> contamination. However, the exact cause is unknown at this time. The presence (or absence) <br /> of contaminants in wells MW-3 and MW-5 will be verified in future quarterly sampling <br /> events. <br /> Status-of"Site Remediation <br /> This section provides a description of the remediation system and discusses the effectiveness <br /> of the remediation system operation. <br /> Use or disclosure of data contained on this sheet is subject to the restriction specified at the beginning of this <br /> doctunent. <br /> 1318\REP0RTs\3RD94QTR.R Pr <br />
The URL can be used to link to this page
Your browser does not support the video tag.