My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0012566
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
1045
>
3500 - Local Oversight Program
>
PR0544231
>
ARCHIVED REPORTS XR0012566
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2019 4:30:47 PM
Creation date
3/6/2019 1:56:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012566
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
497
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
..:g-t ... -•rn�` y€-�-.-��, i ,y,�'• gg -'ua e ..t „,? <br /> ROSE <br /> NOEIN 01 <br /> EMIR <br /> a. <br /> INK L E I NIFE L D F R <br /> cooler. At the end of the uaid day, the water samples will be delivered under chain-of- <br /> custody to California Analytical Laboratories/Enseco in West Sacramento. <br /> To minimize cross-contamination, developing and sampling equipment will be steam <br /> cleaned prior to use in each monitoring well. Water generavd during well developing and <br /> purging will be contained in 55-gallon drums and stored on site pending results of water <br /> analyses. <br /> 3.5 MONITORING AVEL.L ELEVATION SURVEY <br /> The ground water flow direction wiiI be estimated from the three monitoring wells. The <br /> relative elevations of the top of the 1-inch PVC casings %ill be surveyed and tied to an <br /> assumed elevation, or a nearby county or USGS benchmark. Depth to the static ground <br /> water table will be measured for the top of each PVC casing. The depth to water will then <br /> _ be subtracted from the elevation of the too of the well casing to provide a water table <br /> elevation for each monitoring well location. The ground wat., flow direction will be <br /> estimated from the measured water table elevations. <br /> F13-90-66 7 + <br />
The URL can be used to link to this page
Your browser does not support the video tag.