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
' C. If any joint shows an appreciable amount of leakage , the jointing material <br /> shall be removed and joint remade . If any pipe is defective, it shall be <br /> removed and replaced . If the quantity of water required to maintain a <br /> constant level in the sewer for one hour does not exceed 100 gallons per <br /> inch of diameter per day per mile of sewer and if all the leakage is not <br /> confined to a few joints , the workmanship shall be considered <br /> satisfactory. If the amount of leakage indicates defective joints or broken <br /> pipes, the Contractor shall correct them. <br /> D . Pipe shall be tested for infiltration after the backfill has been placed . <br /> Infiltration tests shall be made under the supervision of the Engineer and <br /> IRCDUS. The length of line to be tested shall be as directed by the <br /> Engineer and/or IRCDUS. The allowable infiltration shall be 100 gallons <br /> per inch of diameter per day per mile of sewer. <br /> E . Rate of infiltration shall be determined by means of V-notch weirs , pipe <br /> ' spigot or by plugs in the end of the pipe, to be provided and installed by <br /> the Contractor in an approved manner and at such times and locations as <br /> may be directed by the Engineer and/or IRCDUS. <br /> F. In an inspection of the completed sewer or any part thereof shows any <br /> manholes, pipes or joints that allow the infiltration of water in a noticeable <br /> + stream or jet, the defective work or material shall be replaced or repaired , <br /> as directed by the Engineer and/or IRCDUS. <br /> ,. C . Leakage between two adjacent manholes may be double the amount <br /> above stated , provided the average leakage for a total length of any size <br /> does not exceed the amount first stated and provided there are not <br /> gushing or spurting leaks . <br /> M . All water used in testing and flushing shall be furnished at the <br /> Contractor's expense. The minimum amount of water to be used is two <br /> ' (2) times the volume of the pipe . <br /> I . The Contractor may use an air test in lieu of the exfiltration test as <br /> described above . If he elects to do this, he shall submit his proposed <br /> method to the Engineer and/or IRCDUS for approval . <br /> J . If the results of the air test are unsatisfactory, as determined by the <br /> County, the Contractor shall be required to perform the exfiltration test as <br /> outlined above . <br /> s <br /> K. AT the conclusion of the work, the Contractor shall thoroughly clean the <br /> entire inside of the pipe by flushing with water or other means to remove <br /> all dirt, stones, and pieces of wood or other material that may have <br /> entered during the construction period . Debris cleaned from the lines <br /> shall be removed from the lowest outlet. If, after this outlet cleaning , <br /> obstructions remain , they shall be removed . After the pipe is cleaned and <br /> ' if the groundwater level is above the pipe, or following a heavy rain , the <br /> IRCDUS will examine the pipe for leaks. If defective pipes or joints are <br /> discovered at this time, the Contractor shall repair them at his expense . <br /> r <br /> 10 - 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.