My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO_1997-2008
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
SPRECKELS
>
18800
>
4400 - Solid Waste Program
>
PR0519122
>
COMPLIANCE INFO_1997-2008
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/1/2021 1:20:28 PM
Creation date
7/3/2020 10:38:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1997-2008
RECORD_ID
PR0519122
PE
4430
FACILITY_ID
FA0007439
FACILITY_NAME
SPRECKELS SUGAR PLANT #2
STREET_NUMBER
18800
STREET_NAME
SPRECKELS
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
SEE COMMENTS
CURRENT_STATUS
02
SITE_LOCATION
18800 SPRECKELS RD
P_LOCATION
04
QC Status
Approved
Scanner
SJGOV\sfrench
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4430_PR0519122_18800 SPRECKELS_.tif
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.
/
206
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
ddMIL <br />KLEINFELDER <br />B-3 GROUNDWATER WELL INSTALLATION <br />B-3.1 Monitoring Well Construction <br />Construction details for shallow groundwater monitoring wells are as follows: <br />• The monitoring wells will have casings consisting of 2 -inch inside diameter, flush - <br />threaded joint, Schedule 40 PVC pipe. These wells will be constructed in 8 -inch <br />diameter borings. <br />• Well screen sections will be perforated with 0.010- or 0.020 -inch factory -cut slots. The <br />perforation sieve openings are assessed (and modified if required) after the borings are <br />logged, and if warranted, a sieve test has been performed and the results received. <br />• The wells will be generally screened from 30 feet to 55 feet below subgrade. If an <br />apparent aquitard is encountered, the well is usually terminated 1 to 2 feet into the <br />aquitard. Effort is made not to screen across two aquifers. If confined aquifer conditions <br />or high vadose zone contamination is encountered, the well screen in usually not set <br />above the depth of first encountered groundwater. Wells are usually not set in areas of <br />suspected significant soil contamination. <br />• The PVC pipe and end caps will be steam cleaned prior to installation. <br />• The annular space between the screen and the wall of the boring is backfilled with the <br />appropriate clean Lone Star Industries 0/30 or 2/12 Monterey sand to approximately 2 <br />feet above the top of the perforated sections. Based on soil logs or a sieve test, <br />modifications may be made regarding the size of sand to be used. Installation of the 0/30 <br />sand may require that the sand be tremmied, using clean water. In this event, a sample <br />of the tremie water is collected, unless the source is thought to be clean. <br />• A 3- to 5 -foot bentonite plug is placed above the sand pack to provide an annular seal <br />against surface water infiltration and to reduce the potential for cement grout to infiltrate <br />into the water. <br />• The remaining annular space is filled to the surface with tremmied cement/bentonite <br />grout (surface seal) to the surface. <br />• The wells will be secured in a below -ground locking stovepipe and the well heads <br />enclosed in a water -tight cement utility box set flush to the ground surface. <br />20-3978-0I.W36/2017P 117 Page B-3 <br />© 1997, Kleinfelder, Inc. September 5, 1997 <br />
The URL can be used to link to this page
Your browser does not support the video tag.