My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0004693
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MADISON
>
423
>
3500 - Local Oversight Program
>
PR0544427
>
ARCHIVED REPORTS XR0004693
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2019 9:22:26 AM
Creation date
5/7/2019 8:52:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004693
RECORD_ID
PR0544427
PE
3528
FACILITY_ID
FA0004581
FACILITY_NAME
CHASE CHEVROLET*
STREET_NUMBER
423
Direction
N
STREET_NAME
MADISON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
423 N MADISON ST
P_LOCATION
01
P_DISTRICT
001
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.
/
69
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
� � 1 <br /> ' r <br /> �I <br /> ,1 <br /> a7 i <br /> ' I <br /> . 06 August 2003 <br /> AGE-NC Project No 95-0144 - <br /> Page 3 of 5 ' <br /> 3.0 FINDINGS <br /> Ground water elevation and flow direction were inferred from field data, hydrocarbon-impact to <br /> ground water was quantified from laboratory analysis of the ground water samples <br /> i <br /> 3 1 GROUND WATER ELEVATION AND GRADIENT <br /> The elevation of ground water in each well was calculated by subtracting the depth to water from the <br /> ' surveyed casing elevation (Table 1) During the May 2003 monitoring event the average ground <br /> water elevation at the site was 8 1 feet below mean seal level(MSL), a increase of 0 6 feet since the <br /> February 2003 monitoring event The average depth to water at the site was approximately 17 7 feet <br /> bsg The approximate hydraulic gradient for the May 2003 monitoring event was inferred to be 0 003 <br /> Rift with a flow direction toward the north-northeast (Figure 3) <br /> 1 Ground water was within the screened Intervals of shallow-screened wells MW-11, MW-12, <br /> MW-13,MW-18,MW-19A,MW-20A and MW-21A,butwas between 1 15 feet and 4 14 feet above <br /> the screened interval in the shallow-screened wells MW-1, MW-2, MW-4, MW-5 and MW-8 <br /> Ground water elevations in the deep-screened nested wells MW-1913, MW-20B and MW-2113, <br /> ' screened in the Lower Water Zone, were between 1 40 feet and 1 70 feet lower than in the wells <br /> screened in the Upper`Water Zone The approximate hydraulic gradient in the deeper-screened <br /> groundwater monitoring wells for the May 2003 monitoring event was Inferred to be 0 003 Rift with r <br /> a flow direction toward the west-northwest (Figure 3) - <br /> , <br /> , <br /> 32 ANALYTICAL RESULTS OF WATER SAMPLES <br /> During the May 2003 monitoring event,TPH-g was detected in ground water samples collected from <br /> ' monitoring wells MW-21 A and MW-21 B at concentrations of 2,900 micrograms per liter(µg/l)and <br /> 830 µg/1, respectively TPH-d was detected in samples collected from wells MW-19A, MW20A, <br /> MW-21 A and MW-21B at concentrations of 90 µg11, 86 µg/1,3,900 µg/1 and 430 µg/1,respectively <br /> ' The fuel oxygenate MTBE was detected in 14 of the 15 monitoring wells at concentrations ranging <br /> from 0 55 µg/1 (MW-20B) to 4 9 µg/l (MW-4) Other target analytes were not detected above <br /> ' laboratory reporting limits in the samples collected from the monitoring well network <br /> Analytical results for the second quarter 2003 monitoring event are summarized on Tables 2 and 3 <br /> ' Analytical results of recent and historical ground water samples are summarized on Tables 4 and 5 <br /> The laboratory report (MAI Lab IDs 0305148-001 through 03005148-015) and chain-of-custody <br /> forms are included in Appendix B <br /> Advanced GeoEnvironmentai,Inc <br /> w <br /> i <br />
The URL can be used to link to this page
Your browser does not support the video tag.