My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
T
>
TRACY
>
3425
>
3500 - Local Oversight Program
>
PR0545737
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/5/2020 2:28:12 PM
Creation date
6/5/2020 2:24:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545737
PE
3528
FACILITY_ID
FA0003627
FACILITY_NAME
ARCO 02093
STREET_NUMBER
3425
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
21418020
CURRENT_STATUS
02
SITE_LOCATION
3425 TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
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.
/
58
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
A-3 <br /> 3-foot-thick seal of bentonite pellets is placed above the sand pack. The well then is grouted <br /> with bentonite-cement slurry or neat cement, from the top of the bentonite seal to the surface. <br /> Groundwater monitoring wells commonly are completed below grade and protected with a water- <br /> tight locking cover. A typical well construction is illustrated on Figure A-1. <br /> The top of casing (TOC) is surveyed by a licensed surveyor, and all depths to water are <br /> measured in relation to the surveyed mark on the TOC. <br /> Monitoring Well Development. Groundwater monitoring wells are developed by surging, <br /> bailing, or pumping until clean, relatively sediment-free water is produced from the well. The <br /> length of development time varies, depending upon field conditions. Development water is <br /> contained in 55-gallon barrels, which are stored temporarily on site until disposal. <br /> GROUNDWATER SAMPLING <br /> Prior to collecting a sample of groundwater from a well, the well is purged by removing <br /> three or more well volumes of water, using either a pump or a bailer. A well volume is defined <br /> as the amount of groundwater in the well casing and the sand pack in the annular space <br /> surrounding the casing, assuming a sand porosity of 35 percent. The pH and electrical <br /> conductivity of the water are measured periodically during the purging. When these parameters <br /> become relatively stable, it is assumed that fresh formation water has entered the well casing. <br /> The groundwater sample is obtained with a teflon or disposable bailer equipped with a <br /> bottom-emptying valve. To release water from the bailer with minimal aeration, the protrusion <br /> on the bottom-emptying device actuates the bottom check valve and regulates the flow into the <br /> sample bottle. <br /> The sample bottles are obtained precleaned from the analytical laboratory, and it is specific <br /> with respect to size and material to the type of analysis to be performed. The bottle is carefully <br /> filled to the very top, in order to create a positive meniscus, and sealed with a teflon-lined cap <br /> (septa). These precautions aid in eliminating air from the sample. The sample is visually <br /> inspected to ensure that no air bubbles remain within. <br /> Depending on the type of chemical analysis required, samples are preserved with acid and/or <br /> they are cooled to 4 degrees Celsius. Samples then are labeled, stored, and transported in cooled <br /> ice chests to the analytical laboratory within the permissible holding time. <br /> QUALITY ASSURANCE PLAN <br /> Proper collection and handling are essential to ensure the quality of samples. Proper <br /> documentation of sample collection and handling procedures is essential to verify the integrity <br /> of the data. <br />
The URL can be used to link to this page
Your browser does not support the video tag.