My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
F
>
FILBERT
>
110
>
2900 - Site Mitigation Program
>
PR0519160
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/10/2019 9:33:38 AM
Creation date
12/10/2019 9:26:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0519160
PE
2950
FACILITY_ID
FA0014329
FACILITY_NAME
DEL MONTE CAR WASH
STREET_NUMBER
110
STREET_NAME
FILBERT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15702009
CURRENT_STATUS
02
SITE_LOCATION
110 FILBERT ST
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.
/
28
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■ KLEINFELDER <br /> A-3 GROUNDWATER WELL INSTALLATION <br /> A-3.1 Monitoring Well Construction <br /> Construction details for shallow Soil and Groundwater Investigation wells are as follows: <br /> • The well casing are 2- or 4-inch inside diameter, flush threaded joint, schedule 40 PVC <br /> pipe. <br /> • The wells are constructed in 6- or 8-inch diameter borings. <br /> • Well screen sections are perforated with 0.010- or 0.020-inch factory-cut slots. <br /> • The wells are generally screened from 5 feet above to 15 feet below first groundwater. <br /> The screen length is reduced if an aquitard with a minimum thickness of 5 feet is <br /> encountered. If an apparent aquitard is encountered, the well is usually terminated 1 to 2 <br /> feet into the aquitard. Effort is made not to screen across two aquifers. If confined <br /> aquifer conditions or high vadose zone contamination are encountered; the well screen is <br /> usually not set above the depth of first encountered groundwater. Wells are usually not <br /> set in areas of suspected significant soil contamination. <br /> • The PVC pipe and end caps are steam cleaned prior to installation. f <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 /> A-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 /> 12255.CW l /ST02R980 Page A-4 <br /> Copyright 2002,Kleinfelder,Inc. December 18,2002 <br />
The URL can be used to link to this page
Your browser does not support the video tag.