My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011109
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
814
>
3500 - Local Oversight Program
>
PR0544222
>
ARCHIVED REPORTS XR0011109
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2019 4:17:36 PM
Creation date
3/5/2019 2:30:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011109
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.
/
23
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
' GeofogxafTTechmrs Inc Page 2 <br /> Groundwater Monitoring Report <br /> Project No 724 2 <br /> October 18,2000 <br />' of groundwater under the site was —17 26 feet below mean sea level The water level has <br /> risen significantly at the site since October of 1992 Depth to water averaged approximately <br />' 32 57 feet bgs in the site's monitoring wells <br /> Figure 2 is a groundwater gradient map for the September 26, 2000 monitoring event <br />' Table 1 in Appendix A contains the groundwater elevations and gradients for all events back <br /> to the start of this project in October 1992 Groundwater historically flowed predominately <br />' to the east at an average of 0 0033 ft/ft <br /> 1.2 Groundwater Sampling Procedure <br /> ' On September 26, 2000, Del-Tech Geotechnical Support personnel arrived on-site, opened <br /> the 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 was suspected, a clear disposable bailer was 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 in <br /> the field logs (Appendix C) The rate of well purging was monitored The wells were purged <br /> of at least three casing volumes until the groundwater parameters (temperature, conductivity, <br /> and pH) had stabilized (Appendix C) This indicated that water, representative of actual <br /> aquifer conditions, was entering the well Groundwater parameter stabilization was <br /> characterized by three successive readings within 10% <br /> ' Before a sample was collected, the water level was allowed to recharge to at least 80% of the <br /> initial level All water removed from the monitoring well and not used as a sample was <br /> placed in a 55-gallon DOT (Department of Transportation 17-H) approved container that was <br /> properly labeled and is temporally stored on-site <br /> The dedicated Wattera pump was used to collect each sample <br /> Extreme care was exercised while collecting samples to prevent agitation of the water <br /> contained in the bailer Water samples were transferred into 40-m1 VOA vials preserved with <br /> hydrochloric acid in a manner that minimizes sample aeration during transfer of the sample <br /> All samples were checked for headspace bubbles, labeled, inserted into foam holders and <br /> placed in an ice chest cooled to 4°C for transport to the laboratory <br /> The sampling technician, while collecting all samples, wore disposable gloves <br />
The URL can be used to link to this page
Your browser does not support the video tag.