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WE 2.2 states, "minimize the

NC-2009 WEc2: Innovative Wastewater Technologies
posted by David Holmes on Nov 27, 2012, 3:16 pm

WE 2.2 states, "minimize the amount of wastewater conveyed to the municipal system"

Can we automatically acheive this Credit by using an onsite Well and Septic system?

Last reply: Tristan Roberts, Dec 13, 2012, 4:26 pm

onsite waste water treatment plant

NC-2009 WEc2: Innovative Wastewater Technologies
posted by Razan Nejem on Jun 15, 2011, 5:08 am

if our building is part of a bigger development which has a central waste water treatment plant does this count as being an onsite plant and will it count towards option 2.reducing 50% of...

Last reply: Melissa Merryweather, Nov 27, 2012, 9:07 am

Cistern Capacity

NC-2009 WEc2: Innovative Wastewater Technologies
posted by Adolfo Silva on May 27, 2010, 3:03 pm

Hi,

My question is in regards to calculating the cistern capacity to reduce sewage conveyance. When completing the LEED letter template, is it based on the capacity of the cistern or the...

Last reply: Tristan Roberts, Nov 1, 2012, 10:30 am

Changes to system after project has been certified, what to do?

NC-2009 WEc2: Innovative Wastewater Technologies
posted by Courtney Royal on Aug 2, 2012, 9:57 am

What is your experience with LEED projects that remove a specific technology (project did earn a LEED point) due to another recommendation, say a third party energy audit after the project was...

Last reply: Courtney Royal, Aug 2, 2012, 12:57 pm

Treated wastewater definition.

NC-2009 WEc2: Innovative Wastewater Technologies
posted by Diaa Madkour on Jul 10, 2012, 12:25 pm

Hi,
working on an office building project, we r pursuing this credit through option 2 : "Treat 50% of wastewater on-site...etc."
Through the design Preliminary Review we received a...

Last reply: Dylan Connelly, Aug 2, 2012, 11:51 am

Waste Water Calculation for Option 2

NC-2009 WEc2: Innovative Wastewater Technologies
posted by sompoche sirichote on Mar 28, 2012, 10:56 pm

LEED template use the flush fixture water which calculated based on occupant usage. But our plumbing design is based on fixture unit which includes both flush and flow fixture into the WWTP...

Last reply: Tristan Roberts, Apr 6, 2012, 1:29 pm

Determining the number of full time equivalent (FTE) occupants

NC-2009 WEc2: Innovative Wastewater Technologies
posted by Rudolph Schaar on Oct 21, 2011, 1:40 pm

To determine the demand for water, what number should be used for...

Last reply: Tristan Roberts, Oct 26, 2011, 10:25 pm

RO Reject Water

NC-2009 WEc2: Innovative Wastewater Technologies
posted by Angela Tana on Feb 18, 2010, 1:40 pm

My understanding of this is that RO reject water that is not considered potable by EPA standards could work. For example many lab projects require RO water for their work. This RO reject water...

Last reply: Peter E, Apr 15, 2011, 3:34 pm

Rainwater Volume Calculation

NC-2009 WEc2: Innovative Wastewater Technologies
posted by Megan Hostrander on Sep 15, 2010, 11:44 am

We are desiging a building with both a green roof and a rainwater harvest system. In the past we have used 75% collection efficiency for Equation 4 (Rainwater Volume) when the roof was metal....

Last reply: Yusuf Turab, Mar 25, 2011, 3:29 pm

Onsite wastewater treatment

NC-2009 WEc2: Innovative Wastewater Technologies
posted by Catalina A on Oct 14, 2010, 1:23 pm

I have a Project where the land field has very little...

Last reply: Andrea Traber, Feb 23, 2011, 9:21 pm