My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011078
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
814
>
3500 - Local Oversight Program
>
PR0544222
>
ARCHIVED REPORTS XR0011078
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2019 5:09:56 PM
Creation date
3/5/2019 1:55:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011078
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.
/
186
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
LL }} <br /> ' 4mlo8 rcal Techtdes lxc, ��� Page 9 - <br /> Site Conceptual Model Report 5 <br /> Project No 724 2 <br /> May 2,2006 --� <br /> ' MW-1 through MW-5, however, these boreholes were sampled at 5 foot intervals by different <br /> geologists The sand units at 25 and below 65 feet on-site do not appear to extend to the off- <br /> site location of CPT-4 <br /> Figure 5 Cross Section B — B' illustrates the geology trending from southwest to the <br /> northeast off site The geology is similar to that present in Figure 4 with more shallow sand <br /> layers near MW-108 and the CPT-2 location <br /> Hydrogeology <br /> ' There are no surface water bodies near the subject area to act as a hydrogeologic boundary <br /> Regionally, groundwater is utilized as a source for domestic, agricultural, and industrial <br /> supply water <br /> The average groundwater elevations observed in the water table wells ranged from <br /> approximately -16 to -39 feet mean sea level (MSL) since October 1992 This corresponds to <br /> ' a depth to groundwater of 31 - 54 feet below grade surface bgs The rose diagram included in <br /> Figure 6A shows that the water table groundwater gradients at this site are consistently <br /> towards the east In Figure 6A, arrows labeled 22 and above were measurements made after <br /> ' November 2000 Since additional wells were installed in November 2000, the groundwater <br /> direction has had a more southerly component suggesting that the earlier measurements were <br /> biased due to the spatial orientation of fewer wells The water table horizontal gradient <br /> measurements for the study area range from 0 0009 to 0 018 ft/ft during the 1992 — 2005 <br /> monitoring period <br /> ' The intermediate well groundwater elevations ranged from approximately -17 to -24 feet <br /> MSL since January 2001 This corresponds to a depth to groundwater of 32 - 39 feet below <br /> grade surface bgs The rose diagram included in Figure 6B shows that the intermediate <br /> ' aquifer gradients at this site have had a consistent easterly (northeast to southeast) direction <br /> The horizontal gradient measurements for the intermediate aquifer level ranged from 0 0014 <br /> to 0 0051 ft/ft during the 2001 —2005 monitoring period <br /> The deep well groundwater elevations also ranged from approximately -17 to -24 feet MSL <br /> since January 2001 This corresponds to a depth to groundwater of 32 - 39 feet bgs The rose <br /> ' diagram included in Figure 6C shows that the deep aquifer gradient has been to the east to <br /> southeast for the sounding events following the installation of four additional deep wells in <br /> December 2003 The horizontal gradient measurements for the deeper aquifer level ranged <br /> ' from 0 001 to 0 0042 ft/ft during the 2004 —2005 monitoring period <br /> ' Vertical gradients have been calculated for the MW-4/104, MW-6/106 & MW-7/107 well <br /> pairs during the investigation The site has a varying trend of negative and positive gradients <br /> in these wells The MW-4/104 well is generally negative, the MW-6/106 well pair is <br /> ' typically positive and the MW-7/107 well pair has a history of mostly positive gradients It is <br /> noted that the vertical distance to the deep well screen in the MW-4/MW-104 well pair is <br /> double that observed in the other two well pairs, which may have an influence over the <br />
The URL can be used to link to this page
Your browser does not support the video tag.