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
KLEINEELDER <br />• The PVC pipe and end caps are 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 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 5-4-oot 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 Nvith 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 arca. <br />IA-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. I f no product laver or sheen is observed on the water, the well is developed by <br />surging, pumping or bailing. Sur1-1ing along the screened interval of the well is performed to <br />draw the sediment from the tOrmation 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 />[i <br />C <br />20-3978-03.W36/2019766 Page A-5 <br />© 1999. Kleinfeldcr. Inc September 9. 1999 <br />
The URL can be used to link to this page
Your browser does not support the video tag.