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Zero Lot Line Deveoped SiteCS-2009 SSc6.1: Stormwater design - quantity controlposted by Guillermo Hernandez Espinoza on Jul 8, 2019, 5:54 pm
Hi everyone. We are working on a zero lot line site where an old building was demolished in order to start with the new one. Last reply: Guillermo Hernandez Espinoza, Aug 22, 2019, 4:12 pm |
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Impervious CalculationCS-2009 SSc6.1: Stormwater design - quantity controlposted by Summer on Aug 1, 2018, 4:02 am
Hi, Just want to clarify the exact meaning of the existing impervious and it's calculation. Below are my questions: 1. Site with more or less 50% existing impervious... |
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Calculation of Volume of Captured RunoffCS-2009 SSc6.1: Stormwater design - quantity controlposted by Himanshu Agarwal on Jan 31, 2018, 11:57 pm
I am working on Core & Shell Office Building Bangladesh where my Site Area is 4434.71 square feet. Building Terrace... |
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SSc 6.1 & 6.2 Quantity and Quality controlCS-2009 SSc6.1: Stormwater design - quantity controlposted by Victor DaCosta on Mar 6, 2016, 7:14 pm
Morning, I’m starting with calculations in SS credit 6.1 and 6.2 and I have a question: We are implementing rainwater recapture on our project for irrigation and toilet flushes. Our... Last reply: Tristan Roberts, Aug 26, 2017, 6:12 pm |
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A shared storm water tank with other projectsCS-2009 SSc6.1: Stormwater design - quantity controlposted by Francesco Allaix on Aug 12, 2016, 9:43 am
I have a LEED project where they plan a storm water tank that will be a shared one with two other buildings next to the LEED project building. How can the share of our LEED project building's... Last reply: Tristan Roberts, Jan 19, 2017, 12:52 pm |
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Storm water calculationCS-2009 SSc6.1: Stormwater design - quantity controlposted by Magda Aghababyan on Nov 25, 2016, 12:28 am
Hi, Last reply: Tristan Roberts, Jan 19, 2017, 12:50 pm |
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Discharging the rainwater to municipality facilities.CS-2009 SSc6.1: Stormwater design - quantity controlposted by mohamed magdy on Jun 17, 2013, 2:56 am
Does discharging the collected rainwater to municipality facilities will help with achieving the requirements for credit 6.1 & 6.2? we are following Case1 - path 1, Last reply: Markus Henning, Aug 19, 2016, 1:49 am |
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Using pre-existing conditions as oppposed to existing conditionsCS-2009 SSc6.1: Stormwater design - quantity controlposted by Mei Zhu on Jul 27, 2016, 3:26 pm
SS C6.1 has two cases: Last reply: Michael DeVuono, Jul 27, 2016, 3:36 pm |
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Runoff rate and runoff volume definitionCS-2009 SSc6.1: Stormwater design - quantity controlposted by Noriko Nagazumi on Oct 26, 2015, 9:52 pm
Michael, Our local regulations usually require rainwater collection facilities that only shift the total runoff between storms instead of infiltrating or reusing the rainwater. Is... Last reply: Michael DeVuono, Oct 28, 2015, 7:32 am |
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Rational MethodCS-2009 SSc6.1: Stormwater design - quantity controlposted by MKK LEED on Jul 7, 2014, 10:01 am
Good Morning, I’m starting with calculations in SS credit 6.1. But I have a question: Can I use the runoff data of the watershed where is located the project? Last reply: MKK LEED, Jul 9, 2014, 9:48 am |