My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2006-377
CBCC
>
Official Documents
>
2000's
>
2006
>
2006-377
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/1/2016 11:56:09 AM
Creation date
9/30/2015 10:15:19 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Plan
Approved Date
10/24/2006
Control Number
2006-377
Agenda Item Number
11.J.5.
Entity Name
Indian River County Department of Utility Services
Subject
Water & Wastewater Standards-updated October 2006
Supercedes all previous versions
Supplemental fields
SmeadsoftID
5936
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.
/
234
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
NOTES : <br /> 1 . A temporary jumper connection is required at all connections between existing active <br /> ,. water mains and proposed new water main improvements . <br /> 2 . The Temporary Jumper Detail (W- 12A) is to be used for filling any new water main of any <br /> r size from the existing active water mains and for the flushing of new mains up to 6" <br /> diameter (2.5 FPS minimum velocity) and for pulling bacteriological samples from any <br /> new water main of any size . <br /> r 3. The jumper connection shall be maintained until after the filling , flushing , testing and <br /> disinfection of the new main has been successfully completed and clearance for use from <br /> the Florida Department of Environmental Protection ( FDEP) and other pertinent agencies <br /> + has been received . Adequate thrust blocking and/or restraints shall be provided <br /> temporarily, as required . <br /> 4. Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfected <br /> prior to installation in accordance with AWWA C651 , LATEST EDITION . The tapping <br /> sleeve and exterior of the main to be tapped shall be disinfected by spraying or swabbing <br /> per section Two of AWWA C651 . The use of tablets is strictly prohibited . <br /> r <br /> 5 . The Jumper connection shall also be used to maintain a minimum pressure of 20 PSI in <br /> the new mains continuously after disinfection and until FDEP clearance letter is obtained . <br /> r <br /> 6. The Contractor shall provide documentation demonstrating that the double check <br /> backflow prevention device is in good working order at the time of installation , and <br /> .. provide documentation that the double check backflow prevention device has been tested <br /> in the last 12 months, and is in good working order one year from installation by a <br /> qualified backflow technician as approved by IRCDUS . <br /> 7 . Except as required to flush lines greater than 6" diameter, the tie-in valve shall remain <br /> closed and shall be locked in the closed position by the utility company. The tie-in valve <br /> shall remain locked closed until the new system has been cleared for use by the FDEP <br /> r and all other pertinent agencies . <br /> 8 . Upon receipt of clearance for use by FDEP and all other pertinent agencies , the <br /> + Contractor shall remove the temporary jumper connection . The corporation stops are to <br /> be closed and plugged with 2" brass or PVC stops. <br /> + 9 . All installation and maintenance of the temporary jumper connection and associated <br /> backflow prevention device, fittings , valves, etc . , shall be the responsibility of the <br /> Contractor. <br /> r 10 . If the water main to be flushed is greater than 6" diameter or such length that a full pipe <br /> flush at the 2 .5 FPS velocity cannot be accomplished , the following procedure shall be <br /> utilized . <br /> a ) Install pressure gauges as indicated on Temporary Jumper Detail (W- 11 ) . <br /> b) Open all downstream valves in the new system prior to flush . <br /> c) Flush new water main thru tie-in valve maintaining a 10 +/- PSI pressure <br /> .. differential between gauges during flush . <br /> d ) IRCDUS personnel , in the presence of the Engineer of Record shall operate tie- <br /> in valve to insure that the required pressure differential is maintained . <br /> I)RAWING <br /> INDIAN RIVER COUNTY gtv[-R o TEMPORARY NO . <br /> 1 <br /> 2 <br /> DEPARTMENT OF JUMPER DETAIL W - 1 <br /> UTILITIES SERVICES <br /> Lout NATES A ) <br /> r <br />
The URL can be used to link to this page
Your browser does not support the video tag.