My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0010300
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
SHAW
>
1500
>
3500 - Local Oversight Program
>
PR0545688
>
ARCHIVED REPORTS_XR0010300
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/21/2020 3:15:54 PM
Creation date
5/21/2020 10:19:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010300
RECORD_ID
PR0545688
PE
3528
FACILITY_ID
FA0003634
FACILITY_NAME
CANTEEN CORPORATION
STREET_NUMBER
1500
Direction
N
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
14326008
CURRENT_STATUS
02
SITE_LOCATION
1500 N SHAW RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
124
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
ADVANCED GEOENVIRONMENTAL, INC <br /> FIELD PROCEDURES FOR <br /> GROUNDWATER MONITORING AND SAMPLING <br /> FIELD PROCEDURES AND PROTOCOLS <br /> ' AGE conducted the monitoring event in accordance with guidelines established by the CV-RWQCB <br /> and the PHS-EHD <br /> ' GROUND WATER ELEVATION MONITORING <br /> ' On 06 March 2001, a Sollnst water level meter was used to measure the depth to ground water in <br /> ground water monitoring wells MW-1, NIW-2, MW-3, MW-3A, MW-3D, MW-4 through MW-13, <br /> MW-13A and MW-13B relative to the tops of the well casings Groundwater elevation in each well <br /> ' was determined from these data (Table 1) Ground water elevation contours are illustrated on <br /> Figure 1 <br /> ' WELL PURGING <br /> On 06 and 07 March 2001 monitoring wells were purged of standing water by utilizing a down-hole <br /> pump The down-hole pump was decontaminated prior to insertion in each well as described below <br /> Approximately 6 to 86 gallons of water were removed from each of the wells (a minimum of 3 <br /> ' casing-water volumes per well) Ground water temperature, pH and conductivity were measured at <br /> regular purge-volume intervals using ICM and Hydac water analyzers Field sheets and data are <br /> ' included in Appendix A Purged water was stored on-site in labeled, 55-gallon DOT-approved <br /> drums <br /> ' SAMPLE COLLECTION AND ANALYSIS <br /> Water samples were collected from each purged well using new disposable plastic bailers These pre- <br /> cleaned bailers are disposed of after one use, thereby minimizing cross contamination due to <br /> sampling devices The samples were drawn and collected in such a manner that agitation and <br /> ' exposure of the groundwater to the atmosphere was minimal Sample containers were filled using <br /> the appropriate disposable sampling attachment which allows controlled flow out of the bottom of <br /> the bailer A sample was also collected from the third decontamination water stage for quality <br /> control/quality assurance <br /> Each water sample was transferred into 40-ml VOA vials containing 0 S ml I S% hydrochloric acid <br /> ' as a sample preservative After collection, the samples were properly labeled, placed in a chilled <br /> container and transported under chain-of-custody to McCampbell Analytical, Inc (MAI), a State of <br /> California Department of Health Services (DHS)-certified analytical laboratory The samples were <br /> Advanced GeoEnvi romitent J,Inc <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.