My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
Y
>
YOSEMITE
>
1460
>
4800 – General/Other Program
>
PR0515018
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/26/2021 3:28:54 PM
Creation date
5/26/2021 1:32:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4800 – General/Other Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0515018
PE
2950
FACILITY_ID
FA0012010
FACILITY_NAME
TRADEWAY CHEVROLET/AUTOBODY
STREET_NUMBER
1460
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
1460 E YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\dsedra
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.
/
209
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
k" KLEINFELDER <br />3. Water level measurements are made using a conductivity -based water -level meter. <br />Depth -to -water is generally measured from a surveyed mark on the north rim of the PVC <br />well casing. <br />The water level measurements are converted to elevations using the surveyed casing elevations. <br />B-4.2 Groundwater Sampling <br />Groundwater samples are collected from the monitoring wells at the site. The sampling protocol <br />for each well is as follows: <br />1. Down -well equipment (pumps, bailers, etc.) is decontaminated by steam cleaning, or by <br />scrubbing in a trisodium-phosphate or non -phosphate detergent wash followed by a <br />distilled water rinse, prior to use in each well. Bailer cord is replaced prior to use in each <br />well. <br />2. The depth to groundwater is measured using a conductivity -based water -level meter. <br />3. The volume of water in gallons standing in the well is calculated by subtracting the depth <br />to groundwater measurement from the depth of the well and multiplying by the <br />appropriate conversion factor (0.16 for 2 -inch wells, and 0.65 for 4 -inch wells). <br />4. Three to five well volumes of water are purged from each well using a submersible pump, <br />bladder pump, or Teflon bailer. <br />5. Physical parameters (pH, electrical conductivity, and temperature) are monitored for <br />stability while purging. The physical parameter measurements are recorded on purge - <br />and -sample logs, along with the time and volume of water purged at each measurement. <br />6. Samples are collected with a disposable bailer or bladder pump into appropriately <br />prepared bottles provided by the analytical laboratory. <br />7. Samples for metals analysis are usually filtered in the field at the time of collection. <br />8. Samples are immediately labeled and placed in an iced sample container. At the end of the <br />day, the samples are delivered to the analytical laboratory under chain -of -custody control. <br />B-5 Vadose Zone Monitoring <br />Prior to conducting lysimeter sampling, the pressure -vacuum equipment is checked and <br />cleaned. A Soil -Moisture hand pump with a pressure -vacuum gage is used to measure <br />residual and implied pressure -vacuum. Nitrogen gas is used to purge the lysimeter <br />system for sampling. An air pump is available as a back up. <br />20-3978-03.CHEV / ST02R111 Page B-6 <br />I' Copyright 2002 Kleinfelder, Inc. July 1, 2002 <br />
The URL can be used to link to this page
Your browser does not support the video tag.