Michael G. Cluer

I’m looking for a class to take for Section D…anyone have any suggestions?

Thanks. It looks good! Now for a big rain to see it in action!

new shiny pics I took today..

Water is allowed to enter then exit the raingarden farther down grade…. in a small to medium event most precip will be captured and perc in these areas. It is Florida so larger rain events will be allowed to overflow and enter into the existing culverts at intersections.

So does the water go through in the right hand corner of each cell? Or is each cell a separate containment area?

OK- let’s save the world!  Glad to be among the initiated here…

Here is some pics from the project I described below- this was from 3 months ago and is coming along nicely. Note the re-used granite that we incorporated from existing curbs on the street. The sidewalk is alternating concrete broom finish and shell agreggate wash.

Greet links, they helped a lot on a recent project. Thanks!
 

Section E LARE Review in North Carolina
 
Date/Time: May 13-15, 2011 (25 hours)
 
Description:
Through lecture, group discussion, and practice exercises, this intensive three day course focuses on preparing students to take Section E: Grading & Drainage of the Landscape Architects Registration Examination. The course includes a look at how the p…[Read more]

Thanks for your photos Chris.  Deadrick street looks great!
Kevin– yes, we are installing planters over storm inlets. 
Any feedback is appreciated.

Date change to Saturday May 7, 2011 for LARE Review Study Session – Section C & E in Baton Rouge, LA.
See post below on April 1 for all other information (time, place, fee, contact, etc.)

LARE Review Study Session- Section C & EThe Louisiana Chapter ASLA is hosting review sessions for the upcoming LARE exam for sections C&E on Saturday, April 9 from 8:30 am to 3:45 pm at the Shaw Center for the Arts, 2nd Floor, located at 100 Lafayette Street, Baton Rouge, LA.The session is taught by Matt Mathes, ASLA, PPI Author LARE study…[Read more]

What is the grade and the largest amount of water you are dealing with? The planter needs to be designed to handle whatever nature throws at you.  You can retrofit the drain like Chris said to become the overflow at the down end of your planter. If you have a lot of slope, check dams can hold the water and pool it to infiltrate fully. Then the…[Read more]

Are you talking about installing a planter over a storm inlet, or a storm line? 

We are designing stormwater bioretention planters for a downtown.  We want to place a planter where a storm drain currently exists.  Can a planter be designed over a storm drain and be an effective bioretention measure — i.e. slowing down rainwater but not completely infiltrating?  Appreciate any input.

I just took section A. I thought it was on the Legal and Administrative Aspects of Practice. Little did I know that I was going to be tested on concrete test and what trash to recycle on the job site…..as a matter of fact I don’t remember seeing one question on bidding or the process or contract…Thanks CLARB for making me study crap that has…[Read more]

Just joined…graduated from the Univ of Idaho, 1985…….

John, thanks for sharing.  Do you have any site photos, from these projects, that you’re able to post here?