My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012193
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WILSON
>
102
>
3500 - Local Oversight Program
>
PR0545890
>
ARCHIVED REPORTS_XR0012193
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/22/2020 12:09:52 PM
Creation date
7/22/2020 11:32:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012193
RECORD_ID
PR0545890
PE
3526
FACILITY_ID
FA0025958
FACILITY_NAME
ROEK BROTHERS CONSTRUCTION
STREET_NUMBER
102
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15502065
CURRENT_STATUS
02
SITE_LOCATION
102 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
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.
/
22
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
Quality Assurance/Quality Control Plan Page 7 <br /> An acrylic Surface Sampler will be used for visual inspection of the groundwater in order to note <br /> sheens (difficult to detect with the Interface Probe), odors, microbial action and sediments The <br /> sampler is calibrated in inches and centimeters for visual inspection of product thickness <br /> To reduce the potential for cross contamination between wells, the monitonngs will take place <br /> in order from the least to most contaminated, of known Well containing free product will be <br /> monitored last. Between each well momtorang the equipment will be decontaminated <br /> r Water level data collected from the wells will be used to develop a groundwater contour map <br /> for the project site Groundwater flow will be estimated to be perpendicular to equipotential <br /> lines drawn on the map <br /> 10.0 WELL DEVELOPMENT PROTOCOL <br /> Groundwater monitoring wells will be surged and developed prior to setting the surface seal <br /> Approximately 10 Mmes the volume of water in the casing will be withdrawn of possible. Casing <br /> f volumes will be calculated in the following manner <br /> 4 <br /> t <br /> , <br /> E V �Of$0KO LE 40 PVC PIPE <br /> OMME"ITER l.0 . VOLUME <br /> Iiri�sl lincbasx Gal#llrtear ft. <br /> 2 2067 017 <br /> 4 4 426 066 <br /> F <br /> i <br /> r <br /> F <br /> ac <br /> S <br />
The URL can be used to link to this page
Your browser does not support the video tag.