My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002928
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HAMMER
>
3202
>
3500 - Local Oversight Program
>
PR0545250
>
ARCHIVED REPORTS_XR0002928
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/30/2020 5:27:43 PM
Creation date
1/30/2020 3:57:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002928
RECORD_ID
PR0545250
PE
3528
FACILITY_ID
FA0001817
FACILITY_NAME
7-ELEVEN INC #35355
STREET_NUMBER
3202
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
Ln
City
Stockton
Zip
95209
CURRENT_STATUS
02
SITE_LOCATION
3202 W Hammer Ln
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
78
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
WEGGAGroundwater Sampling <br /> (GWS) <br /> Gregg In Situ, Inc conducts groundwater sampling using a Hydropunch® type <br /> groundwater sampler, Figure GWS The groundwater sampler has a retrievable <br /> stainless steel or disposable PVC screen with steel drop off tip This allows for <br /> samples to be taken at multiple depth intervals within the same sounding <br /> location In areas of slower water recharge, provisions may be made to set <br /> temporary PVC well screens during sampling to allow the drill rig to advance to <br /> the next sample location while the groundwater is allowed to infiltrate <br /> The groundwater sampler operates by <br /> advancing 1 % inch hollow push rods <br /> with the filter tip in a closed <br /> configuration to the base of the <br /> desired sampling interval Once at the <br /> desired sample depth, the push rods <br /> are retracted, exposing the encased PMvinusty <br /> ed <br /> filter screen and allowinggroundwater l <br /> 9 Interval rval perched <br /> to infiltrate hydrostatically from the = Z Groundwater <br /> formation into the inlet screen A small <br /> diameter bailer (approximately '/ or 3/ <br /> inch) is lowered through the push rods <br /> into the screen section for sample <br /> collection The number of downhole Bailer <br /> trips with the bailer and time <br /> necessary to complete the sample <br /> collection at each depth interval is a <br /> function of sampling protocols, volume <br /> requirements, and the yield <br /> characteristics and storage capacity of Aquifer <br /> the formation Upon completion of <br /> sample collection, the push rods and <br /> sampler, with the exception of the PVC <br /> screen and steel drop off tip are <br /> retrieved to the ground surface, <br /> decontaminated and prepared for the <br /> next sampling event <br /> Figure GWS <br /> A summary of the groundwater samples collected, including the sampling date, <br /> depth and location identification, is presented in Table 1 and the corresponding <br /> CPT plot <br /> For a detailed reference on direct push groundwater sampling, refer to Zemo et <br /> al , 1992 <br />
The URL can be used to link to this page
Your browser does not support the video tag.