Hi all,
We have a new construction project that is to build 30 ha factory, however the owner decided only to pursue LEED certification for the office building site, a small portion of the factory site which only has +/- 9000 m2 (building area to LEED site area ratio is 43%).
We decided to calculate the pre- and post-development site runoff only at the LEED office building site, not the entire project, since the LEED project boundary includes the office building site area only.
And the result is that the post-development site runoff is higher than the pre-dev, so we should opted the Stream Channel Protection right?
In this factory site, an underground drainage system are already built. This drainage will lead the stormwater from roofs and hardscapes (internal roads, parking) into an artificial retention pond located outside of the site project which also owned by the same owner of this project. So, the stormwater from the LEED site area will also flow there. No water will flow directly into public drainage system.
For Stream Channel Protection, we have an idea to install an underground tank that will collect stormwater from office building's roof and LEED site area's hardscape (road), and later be used or infiltrate on LEED site area (landscaping). Is this stormwater management plan can be enough for the Stream Channel Protection? Besides this description, what other aspects do we have to input to the stormwater management plan?
And in the leedonline form, it indicates that calculation of the "Critical capacity values for receiving streams demonstrating that waterways can accommodate the runoff values" should be included in the plan. Do you have any ideas on how to measure this? Thanks
Michael DeVuono
Regional Stormwater LeaderArcadis North America
LEEDuser Expert
187 thumbs up
June 11, 2013 - 10:31 am
Refer to previous posts on how others have handled SWM in a campus setting.
Adi Negara, LEED AP BD+C
Green Building FacilitatorPT. Indonesia Environment Consultant
30 thumbs up
June 12, 2013 - 12:43 am
Hi Michael, thanks for your quick response. Unfortunately, I only found a thread in this page related to campus (Lisa Sawin's post), and I did not get the idea of SWM on her project. Actually, I get confused by the term campus as I'm kind of new in LEED. Can you enlighten me with this?
By the way, what do you think about our SWM idea of installing underground tank for Stream Channel Protection? and lastly, how to measure the critical capacity values? I'm truly sorry for this too many questions.
Thanks
Michael DeVuono
Regional Stormwater LeaderArcadis North America
LEEDuser Expert
187 thumbs up
June 12, 2013 - 7:21 am
It is right above, in the FAQ.
An underground tank will assist in solving your peak rate runoff, but it does not control the volume. You need to control the volume through infiltration or reuse. If you have good infiltration rates where you want to put the tank, I suggest looking at a pre-fab arch system, they are open bottom, and allow for infiltration.
As for how do you size this, I would suggest you seek the assistance of a civil engineer or other qualified SWM professional, as the methodology for this is outside of the scope of this forum.
Adi Negara, LEED AP BD+C
Green Building FacilitatorPT. Indonesia Environment Consultant
30 thumbs up
June 13, 2013 - 4:50 am
To control the volume, we do intend to reuse the water for landscape irrigation and if overflow, drain it to the pond outside the leed project. What i'm confused is, if the pond is properly made to retain stormwater runoff volume, then what's the need to calculate critical capacity value for the receiving stream?
Michael DeVuono
Regional Stormwater LeaderArcadis North America
LEEDuser Expert
187 thumbs up
June 13, 2013 - 8:27 am
There is no anlaysis of the receiving stream channel required. Simply reduce peak rate and volume at the point of interest.