My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011061
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
814
>
3500 - Local Oversight Program
>
PR0544222
>
ARCHIVED REPORTS XR0011061
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2019 6:21:39 PM
Creation date
3/5/2019 1:46:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011061
RECORD_ID
PR0544222
PE
3528
FACILITY_ID
FA0005976
FACILITY_NAME
TIRE & WHEEL MASTERS
STREET_NUMBER
814
Direction
E
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16718101
CURRENT_STATUS
02
SITE_LOCATION
814 E CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
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.
/
94
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
Gealog i al Teckntcs IHC Page 2 <br /> Groundwater Momtormg Report <br /> Protect No 724 2 <br /> May 17, 2004 <br /> iflow component of shallow groundwater gradient were mixed for this quarter Well pair <br /> MW-41104 exhibited a downward flow that is consistent with past events <br /> ' Nine new monitoring wells were installed at the site in December 2003 and this report <br /> details the inclusion of these wells into the quarterly monitoring schedule The data from <br /> these new wells indicate that the plume appears to extend to the east of the site It is not <br /> known whether or not contaminated properties to the northeast of the site have contributed <br /> to the groundwater plume <br /> 1 <br /> 1.0 GROUNDWATER MONITORING <br /> 1 <br /> 1A Hydrogeology of Site <br /> The site's monitoring wells are screened through various levels of the aquifer as shown in <br /> Figure 14 The wells' construction details are indicated in Table 7 <br /> ' Horizontal Groundwater Gradients <br /> Due to there being monitoring well sets at three different depth intervals (water table, <br /> intermediate & deep), three different horizontal gradients were calculated, one for each <br /> interval The calculated gradients for the March 2004 monitoring event are as follows <br /> "AC-fWater table wells screened 25 to 50 ft bgs 0 007 ft/ft flowing S63°E <br /> Intermediate wells screened 42 to 64 ft bgs 0 002 ft/ft flowing S80°E <br /> ti ^+ <br /> —Deep wells screened 65 to 80 ft bgs 0 002 ft/ft flowing S84°E* <br /> $t *M W-104 not❑tili7ed for gradient detennmation due to deeper well screen(87 5—90') <br /> Figures 2, 3 & 4 show the respective gradient directions for the shallow, intermediate and <br /> deep wells, respectively The data for well MW-104 are omitted in Figure 4 contours due <br /> the well's deeper screened interval Tables 1, 2 & 3 in Appendix A contain the historical <br /> groundwater elevations and gradients for the shallow, intermediate and deep wells <br /> ' respectively <br /> Figures 5A, 5B and 5C, Groundwater Gradient Rose Diagrams, illustrate the historical <br /> ' groundwater directions for the three respective horizons The groundwater direction was to <br /> the east-northeast for all three aquifer intervals for this monitoring event <br /> ' The average elevation of groundwater in the water table wells site was –21 95 feet MSL <br /> (below mean sea level) or approximately 37 feet below grade surface This elevation <br /> ' represents an increase of 1 17 feet since the November 2003 monitoring event The water <br /> level has risen significantly at the site since October of 1992 when groundwater was –39 <br /> feet MSL <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.