My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
V
>
VIA NICOLO
>
17950
>
2900 - Site Mitigation Program
>
PR0516772
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/1/2020 12:35:35 PM
Creation date
6/1/2020 12:29:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516772
PE
2965
FACILITY_ID
FA0012793
FACILITY_NAME
MUSCO OLIVE LAND APP/TITLE 27
STREET_NUMBER
17950
Direction
W
STREET_NAME
VIA NICOLO
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
20911032
CURRENT_STATUS
01
SITE_LOCATION
17950 W VIA NICOLO RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
LSauers
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.
/
304
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
r <br /> ' . The annular space between the screen and the wall of the boring is backfilled with the <br /> appropriate clean sand to approximately 2 feet above the top of the perforated sections. <br /> ' Based on soil logs or a sieve test, modifications may be made regarding the size of sand <br /> to be used. Installation of the sand may require that the sand be tremmied, using clean <br /> ' water. <br /> A 3- to 5-foot bentonite plug is placed above the sand pack to provide a seal against <br /> ' surface water infiltration and to reduce the potential for cement grout to infiltrate into the <br /> water. <br /> The remaining annular space is filled to the surface with cement/bentonite grout. <br /> ' . The wells are secured in an aboveground or underground locking stovepipe. The well <br /> heads may be enclosed in a water tight cement utility box set flush to the ground surface <br /> ' when located in a traffic area. <br /> ' B-3.2 Monitoring Well Development <br /> ' The wells are developed to reduce the effects of drilling on the formation and to increase the <br /> effective hydraulic radius of the wells. <br /> Monitoring wells are generally developed 24 to 48 hours after installation to allow the grout to <br /> set. Each well is first sampled with a clear disposable bailer to visually inspect for a hydrocarbon <br /> ' layer or sheen. If no product layer or sheen is observed on the water, the well is developed by <br /> surging, pumping or bailing. Surging along the screened interval of the well is performed to <br /> ' draw the sediment from the formation into the filter pack and the well, and to set the sand pack. <br /> Development continues until the discharge runs relatively clear of fines. Approximately 5 to 10 <br /> ' well volumes are generally removed from each monitoring well. Discharge water is stored in 55- <br /> gallon drums and left on site for later discharge or disposal by the client, depending on laboratory <br /> results. The drums are labeled with the date, well number, and a contact person and phone <br /> ' number. <br /> 1 <br /> ' 12406/2002RI60 Page B-5 <br /> Copyright 2002,Kleinfelder,Inc. February 20,2002 <br /> KLEINFELDER 2825 East Myrtle Street, Stockton, CA 95205-4794 (209)948-1345 (209)948-0621 fax <br />
The URL can be used to link to this page
Your browser does not support the video tag.