Browse
Search
Agenda - 12-11-2001-9a
OrangeCountyNC
>
Board of County Commissioners
>
BOCC Agendas
>
2000's
>
2001
>
Agenda - 12-11-2001
>
Agenda - 12-11-2001-9a
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/1/2008 10:04:03 PM
Creation date
8/29/2008 10:36:16 AM
Metadata
Fields
Template:
BOCC
Date
12/11/2001
Document Type
Agenda
Agenda Item
9a
Document Relationships
Minutes - 20011211
(Linked To)
Path:
\Board of County Commissioners\Minutes - Approved\2000's\2001
RES-2001-117 Resolution Amending the Rules and Regulations for the Operation of the Efland Sewer Treatment System
(Linked From)
Path:
\Board of County Commissioners\Resolutions\2000-2009\2001
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
36
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
DRAFT -HABITAT CONTRACT ~~ <br />1v3o12007 <br />APPENDIX"B" <br />STANDARD SPEGIFIGATIONS <br />GRAVITY SEWER PIPING shall be Ductile Iran Pipe (DIP) Class 50 cement <br />moiler lined interior/asphallic wetad exterior. or SDR 35 PVC. <br />SEWER FORCE MAIN PIPING shall be DIP Class 50 or Class 200 PVC. <br />ALL PIPING BURIED 18' DEEP OR DEEPER SHgLL BE DIP <br />PIPE BEDDING shall be as recommended by the manufacturer, wim stone <br />betltling requiretl for PVG gravity sewer pipe. <br />OETELTABLE MARKING TAPE shell be required on ell non-metallic sewer <br />pipelines, except sanitary sewer mains where manholes will be expossd a[ <br />both entls of the pipe segment Detectable metallic masking tape shall be <br />Empire ThorTec or equal. The tape shall bear the pdnletl itlentRCetion <br />"Caution Sewer Line Below",antl shall be 2 Inches or greater in wltlth. <br />PRESSURE TESTING PIPE <br />All gravity sewer aM farce mains shall be pressure tested to 50 pas above <br />system pressure (AW WA C600). <br />SANITARY SEWER MANHOLES AND AIRNACUUM VALVE MANHOLES <br />Manholes shall be precast concrete, 48' minimum diameter, and shall have 4' <br />minimum wall thickness and 8" minimum Floor slab thickness, having separate <br />base slab or base section with integrel floor. Top section shall be eccentric <br />wne unless otherwise specified and approved. Gaskets between rings shall <br />meet A6TM 0443. Steps shall be provided for manholes deeperthal80". <br />Manhole rings and covare shall be heavy tlury service tluctile iron, AST A536, <br />coetetl on the insitle for mansion protection, z" to 9' by 24' user with 26' <br />tllame[er cover with "Sanitary Sewer'cast in. Manhole rover insects with <br />gaskets antl hantlle to prevent stormwater inflow shell be provided. Manhole <br />shall be ballasted as required to prevent flotation. Cored holes wRh ribber <br />boots shall be requiretl for manholes where pipes are inserted. All new <br />manholes shall be vacuum tested to 10. 8" Hg, wdh less than 1" loss <br />acceptable at 1 minute. <br />SEWAGE PUMP STATIONS shall be duplex submersible style, unless <br />approved otherwise. Motors shall be minimum of 2 5 hp, and must be 1 3 <br />phase, 60 Hz Pumps shall be non-clog cenMfugal pumps, unless approvetl <br />otherwise. Pumps shall be capable of passing a 3" tliemMer object end [rash <br />or sMngy material that can be passetl through a 4" diameter piping system. <br />
The URL can be used to link to this page
Your browser does not support the video tag.