My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002530
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
G
>
GRANT
>
308
>
2900 - Site Mitigation Program
>
PR0542014
>
ARCHIVED REPORTS_XR0002530
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/16/2020 6:18:49 PM
Creation date
1/16/2020 4:29:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002530
RECORD_ID
PR0542014
PE
2960
FACILITY_ID
FA0023306
FACILITY_NAME
LARRYS AUTO REPAIR
STREET_NUMBER
308
Direction
N
STREET_NAME
GRANT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
308 N GRANT ST
P_LOCATION
01
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.
/
53
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
' 10 September 2002 <br /> • AGE-NC Project No 95-0184 <br />' Page 2 of 5 <br />' 2 2 COLLECTION AND LABORATORY ANALYSIS OF GROUND WATER SAMPLES <br /> Water samples were collected from each monitoring well using new disposable bailers after allowing <br />' the wells to achieve a minimum 80% recovery of the pre-purge water volume Each water sample <br /> was transferred Into laboratory-supplied 40-m1 VOA vials containing 0 5 ml 18%hydrochloric acid <br /> as a sample preservative, the sample from MW-4 was also transferred Into a 1-liter amber bottle <br />' without preservative After collection, the samples were properly labeled, placed In a chilled <br /> container and transported under chain-of-custody to Cal Tech Environmental Laboratories(CTEL), <br /> a California Department of Health Services (DHS)-certified analytical laboratory for analysis The <br />' samples were analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d) in <br />' accordance with EPA Method 8015m, <br /> • Benzene, toluene, ethylbenzene and total xylenes (BTEX) and methyl tertiary-butyl ether <br />' (MTBE) In accordance with EPA Method 602/8020, <br /> • The fuel oxygenates di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), MTBE, <br /> tertiary-amyl methyl ether (TAME), tertiary butanol (TBA), and other volatile organic <br />' • compounds (VOCs) by GC/MS (full-scan 8260) <br />' 3.0. FINDINGS <br />' Ground water elevation and flow direction were Inferred from field data, hydrocarbon-Impact to <br /> ground water was quantified by laboratory analysis of the ground water samples <br />' 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br />' The elevation of ground water In each well was calculated by subtracting the depth to 73MC <br /> water <br /> r the surveyed casing elevations (Table 1) Depths to ground water ranged from et to y r4\-R) <br /> 3� feet below the tops of the well casings, however, ground water levels are as high as <br />' approximately 22 feet above the screened Interval Ground water elevations at the site ranged from <br /> -19 15 feet In MW-7 to -20 53 feet In VW-5C relative to mean sea level <br />' The ground water appears to flow generally northeast across much of the site at a gradient of <br /> approximately 0 005 ft/ft (Figure 2), however, an apparent northeast finger In the northern quarter <br />' of the site separated the flow pattern Into a northwesterly flow direction (gradient from 0 008 to R <br /> • 0 013 ft/ft) and a southeasterly flow direction (gradient of about 0 005 ft/ft) <br /> Advanced GeoEnvironmental,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.