My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0008818
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
T
>
26 (STATE ROUTE 26)
>
8203
>
3500 - Local Oversight Program
>
PR0545707
>
ARCHIVED REPORTS_XR0008818
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/20/2024 8:48:27 AM
Creation date
5/13/2020 4:01:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008818
RECORD_ID
PR0545707
PE
3528
FACILITY_ID
FA0003591
FACILITY_NAME
JOHN M RISHWAIN
STREET_NUMBER
8203
Direction
E
STREET_NAME
STATE ROUTE 26
City
STOCKTON
Zip
95215-9536
APN
10114021
CURRENT_STATUS
02
SITE_LOCATION
8203 E HWY 26
P_LOCATION
99
P_DISTRICT
002
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.
/
104
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
I01 March 2004 <br /> a AGE-NC Project No 99-0645 <br /> Page 9 of 11 <br /> The ground water flow direction was estimated to flow toward the northwest,however,the well head <br /> Ielevation for MW-1R has not been resurveyed Figure 4 illustrates the contoured ground water <br /> elevations as measured on 06 October 2003 <br /> 36 ANALYTICAL RESULTS OF WATER SAMPLES <br /> TPH-g, TPH-d, BTEX compounds, TBA, DIPE, ETBE, TAME, EDB, and 1,2 DCA were not <br /> detected in any of the water samples MTBE was detected in the sample collected from well MW-1 <br /> Iat a concentration of 120 gg/L <br /> Analytical results from the ground water samples are summarized in Tables 5 and 6 The laboratory <br /> report (MAI Lab ID Numbers 0310093-001 to-003),QA/QC and chain-of-custody are Included in <br /> Appendix G <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> . Based on the data collected from the site, AGE concludes <br /> • The sand units occurred at depths of 15 to 30 feet bsg and 75 or 80 feet to 80 or 85 feet bsg <br /> I The deepest sand unit previously encountered may actually be two thinner units Ground <br /> water was encountered at approximately 96 feet bsg Ground water flow direction at the site <br /> was northwest The decrease of ground water elevation of approximately 4 feet between July <br />' 2002 and October 2003 may be due to seasonal fluctuation <br /> • TPH-g was detected in the soil boring sample collected north of the site (B6') Low <br />' concentrations of MTBE were detected in the soil sample to a depth of 55 feet bsg in the <br /> same boring Benzene concentrations were detected in the two deepest soil samples collected <br /> from the northern boring, Indicating the northern migration of only benzene,at a depth of 60 <br />' feet to 70 feet bsg or the presence of another source off the northern edge of the site With <br /> no detections of benzene in the upper 55 feet of boring B676,only low detections of benzene <br /> in the former UST soil boring B1, all less than 0 1 mg/Kg, and the lack of detectable <br />' hydrocarbons in the soil boring MW-1 R below 50 feet bsg,the source of the off-site benzene <br /> detected in the further most reach of boring B6' appears to be from another source than the <br /> UST release However, soil vapor extraction on the site will likely effectively mitigate the <br />' detections off-site <br /> • TPH-g was not detected In the soil boring sample collected at the west edge of the site <br />' (VW3) Only low concentrations of MTBE were detected at 30 and 40 feet bsg In boring <br /> VW3 TPH-g was not detected in the soil boring sample collected at the southern edge of the <br /> site (137) Only one detection of MTBE was In the soil, from 30 feet bsg in boring B7 <br />' Advanced GeoEnvironmental,Inc <br /> I <br />
The URL can be used to link to this page
Your browser does not support the video tag.