Benjamin DUBET
Civil Engineering
Thai Global Energy
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Calculation of drawdown rate Qr
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Christian Brücher on
I have a question for a Czech colleague of mine. The have a project and want to install a stormwater storage tank. The water shall be used for toilet flushing in the building.
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Tue Mar 19, 2013, 1:19 pm
Pre Development & Post Development runoff rate & quantity zero
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Heather Holdridge on
We are working on a Core & Shell project on Cayman Islands and would like to pursue SS Credit 6.1 & 6.2.
2
Senior Project Manager
Vidaris, Inc.
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4 thumbs up
Wed Nov 7, 2012, 10:44 pm
a few questions on credit 6.1
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Guilherme Castagna on
I have a few questions on this credit that are buggering me off.
2
Regional Stormwater Leader
Arcadis North America
LEEDuser Expert
144 thumbs up
Wed Oct 17, 2012, 12:22 pm
Pre Development Determination
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Jennifer Preston on
Our site was recently demolished, filled with dirt and left for some time.
3
BKSK Architects
LEEDuser Basic Member
44 thumbs up
Tue Apr 10, 2012, 11:22 pm
Calculating Runoff to a Rain Garden
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Christine Robbins-Elrod on
Hello, Our project is an adaptive reuse on an urban site that was previously about 95% impervious.
3
Principal
5G Studio Collaborative,llc.
LEEDuser Basic Member
15 thumbs up
Fri Mar 30, 2012, 1:51 am
peak flow calculations for 24-hr duration
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Chris Olson on
Hello - My question is in regards to the 2-yr, 24-hr requirement for calculating peak runoff rate.
2
Sustainability Manager
KEMA Services
LEEDuser Basic Member
110 thumbs up
Mon Mar 5, 2012, 1:23 pm
How to quantify a evaporation rate
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Brian Lodes on
I was hoping I could get some advice on obtaining the quantity requirement of SS CR 6.1. We are trying to obtain this credit on an approximate 19 acre site.
3
LEEDuser Basic Member
8 thumbs up
Mon Mar 5, 2012, 2:31 am
SSc6.1 Pond with Flow Restrictor and Total Stormwater Volume
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Sandra Bauder on
I am having the same issue as Lucy (October 18, 2010) on one of our current projects, and the comments by Gregory and Jennifer were helpful but I still have some questions. Scenario: -existing impe
2
Principal
Emerald Built Environments
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900 thumbs up
Mon Oct 17, 2011, 7:16 pm