My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE HISTORY CASE 1
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
E
>
ELEVENTH
>
950
>
2900 - Site Mitigation Program
>
PR0505733
>
SITE HISTORY CASE 1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 10:19:50 AM
Creation date
9/3/2019 2:29:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE HISTORY
FileName_PostFix
CASE 1
RECORD_ID
PR0505733
PE
2950
FACILITY_ID
FA0006970
FACILITY_NAME
TOSCO #787
STREET_NUMBER
950
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23406002
CURRENT_STATUS
02
SITE_LOCATION
950 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
105
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
WESTERN CEO-ENGINEERS <br /> Decontamination <br /> Prior to well installation, all sand packs will be subjected to a fresh <br /> water wash and sorted to avoid any contamination which might find its <br /> way into the wells. Prior to installation, slotted casing or well <br /> screens will be steam cleaned. The hollow-stem augers will be steam <br /> cleaned between borings to eliminate cross-contamination. <br /> Well Construction Log <br /> In addition to the information included .in the lithologic logs kept for <br /> soil borings (i.e. , grain size, visible contaminants, "sniffer" <br /> readings, color changes, groundwater elevation, thickness of individual <br /> units) , a well construction log will be kept for the groundwater <br /> monitoring wells. It will include the diameter of the borehole, the <br /> size, , kind and depth of casing, the size, kind and depth of well <br /> screen or slotted casing, a grouting record (materials , intervals and <br /> placement methods) , the size and interval of the gravel pack, the total <br /> depth of the well, type of the well, the date tested, static water <br /> level prior to the test, type of test pump or bailer, total time of the <br /> of pumping/bailing, the rate of pumping/bail"ing, and the final water <br /> level. <br /> Groundwater Measurement and Sampling <br /> Following development, the water level in the wells will be allowed to <br /> equilibrate for a minimum of 48 hours. Before groundwater level <br /> measurements are taken, each well will be surveyed from a reference <br /> point to the top of the well casing. A graduated tape will be used <br /> with a conductivity probe to measure the depth to water or free product <br /> that may be floating on the surface of the water, This type of probe <br /> will enable accurate measurement of the free product-water interface, <br /> if present, and will therefore indicate thickness of that floating <br /> product. As a standard practice, at least two measurements will be <br /> made. If two measurements of static water level made within a few <br /> minutes do not agree within 0.01 or 0.02 feet, measurements will be <br /> repeated until the reason for the lack of agreement is determined or <br /> until the results are shown to be reliable. <br /> Before sampling, the wells will be pumped or bailed to remove 5 casing <br /> volumes of water. Sampling of the groundwater beneath the free product <br /> layer and sampling the free product will then be accomplished by <br /> bailing the welll with a pre-cleaned bailer. Care will be taken to not <br /> contaminate the groundwater sample with surface water or free product. <br /> Water samples will be taken in triplicate. Duplicate samples will be <br /> forwarded to the primary laboratory and the third sample will be <br /> analyzed by WEGE portable lab (See Table 1 for types of analyses to be <br /> performed) . <br />
The URL can be used to link to this page
Your browser does not support the video tag.