My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0007975
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WEST
>
3230
>
3500 - Local Oversight Program
>
PR0544759
>
ARCHIVED REPORTS XR0007975
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/19/2019 10:38:49 AM
Creation date
8/19/2019 10:23:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007975
RECORD_ID
PR0544759
PE
3528
FACILITY_ID
FA0004058
FACILITY_NAME
VANCO*
STREET_NUMBER
3230
Direction
N
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11708017
CURRENT_STATUS
02
SITE_LOCATION
3230 N WEST LN
P_LOCATION
99
P_DISTRICT
002
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.
/
24
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
26 December 2000 <br />• AGE-NC Project No 97-0300 <br /> Page 3 of 4 <br /> sample <br /> 3 4 1 RELATIVE GROUND WATER ELEVATION AND GRADLENT <br /> The depths to ground water in wells MW-1, MW-2 and MW-3 were measured between 51 50 and <br /> 52 15 feet below the tops of the well casings Ground water elevations at the site were calculated to <br /> be between 34 34 feet and 34 41 feet below mean sea level, ground water elevations are depicted in <br /> Figure 3 Ground water elevations at the site decreased an average 8 91 feet between the June 2000 <br /> and the September 2000 groundwater monitoring events On 28 September 2000,the general ground <br /> water gradient at the site was calculated to be approximately 0 002 ft/ft or approximately 11 feet per <br /> mile and directed towards the southeast (Figure 3) <br /> 3 4 2 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> TPH-d was detected in the water sample collected from well MW-1 at a concentration. of 59 ,ug/l, <br /> however, the laboratory reported the sample chromatogram to have significant diesel range <br /> compounds and no recognizable pattern <br /> No other petroleum hydrocarbon constituents, volatile aromatic compounds or fuel oxygenated <br /> compounds were detected by the laboratory analysis Analytical results of the ground water samples <br /> are summarized in Table 2 The laboratory reports (McCampbell Analytical Inc I D 49176, 49177 <br /> and 49178) and chain-of-custody forms are presented in Appendix B <br /> I4 0. SUMMARY AND CONCLUSIONS <br /> The implications from the findings of the September 2000 quarterly ground water monitoring event <br /> are <br /> • Ground water flow direction at the site appeared to be oriented generally southeast at a <br /> gradient of 0 002 on 28 September 2000 (Figure 3) Due to the low gradient at the site, slight <br /> variations in ground water measurements or changes of recharge/discharge of the local <br /> ground water could greatly modify the modeled ground water flow direction <br /> • The ground water elevation at the site was within the screened intervals of wells MW-1, <br /> MW-2 and MW-3 and yield samples fully representative of shallow ground water conditions <br /> • Ground water elevations at the site decreased an average 8 91 feet between the June 2000 <br /> Advanced GeoEnvironmental,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.