My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011069
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
814
>
3500 - Local Oversight Program
>
PR0544222
>
ARCHIVED REPORTS XR0011069
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2019 5:22:02 PM
Creation date
3/5/2019 1:51:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011069
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.
/
63
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
GeologicalTecluucsl�cc Page 3 <br /> Groundwater Monitoring Report <br /> Project No 724 2 <br /> May 15, 2003 <br /> 107) and the mid-point between the groundwater elevation and the bottom seal in the <br /> shallow well (MW-4, MW-6, MW-7) <br /> • Measure the head in both wells used in the calculations <br /> • If the lateral distance between the well pair is greater than a few feet, then calculations <br /> must be made to correct the down-gradient piezometric head to account for the sloping <br /> water table between the wells The calculation considers the slope of the water table and <br /> the distance in a down-gradient direction between the two wells used in the calculations <br /> Figure 2 shows the location of the well pairs used for calculating vertical groundwater <br /> gradient in this report MW-4/MW-104, MW-6/MW-106, and MW-7/MW-107 Tables I & <br /> 2 show a Summary of Water Level and Gradients Slope and Bearing and Table 3 shows the <br /> calculated vertical gradients The information used in the calculations is shown below <br /> ' Vertical gradient calculation formulas are as follows <br /> • vertical correction for gradient [(gw gradient slope) x (distance) = vertical correction] <br /> ' • vertical head [(head of deep well) - (head of shallow + correction) = vertical head] <br /> • vertical gradient [(vertical head) / (vertical distance) = vertical gradient] <br /> For the March 13, 2003 event, the vertical gradient for the MW-4/MW-104 pair was <br /> negative (downward) In well pair MW-6/MW-106 the vertical gradient was essentially <br /> zero or horizontal flow conditions In well pair MW-7/MW-107 the vertical gradient was <br /> positive (upward) These data are consistent with previous events, although the MW- <br /> 6/MW-106 well pair usually exhibits a positive vertical gradient The vertical distance to <br /> the deep well screen in the MW-4/MW-104 well pair is double the distance of the other two <br /> well pairs <br /> 1.2 Groundwater Sampling Procedure <br /> 1 On March 13 2003 Del-Tech Geotechnical Support personnel arrived on-site, opened the <br /> p p <br /> 1 wells and measured the depth to water with an electrically actuated sounding tape The <br /> water level reading was recorded to an accuracy of 0 01 foot In wells where free-floating <br /> product is suspected, a clear disposable bailer is used to gauge the interface No free- <br /> floating product was observed during this monitoring event <br /> Stagnant water in the well casing was purged using a dedicated Wattera pump as recorded <br /> ' in the field logs (Appendix C) The rate of well purging was monitored The wells were <br /> purged of at least three casing volumes until the groundwater parameters (temperature, <br /> conductivity, and pH) had stabilized (Appendix C) This indicated that water representative <br /> of actual aquifer conditions was entering the well Groundwater parameter stabilization was <br /> characterized by three successive readings within 10% van ance <br />
The URL can be used to link to this page
Your browser does not support the video tag.