Comments for RO Anderson http://www.roanderson.com Creative people providing cost effective solutions for our clients Tue, 15 Nov 2011 20:01:03 +0000 hourly 1 http://wordpress.org/?v=3.1.3 Comment on $49.7 Million Available for Local Levee Critical Repair and Local Levee Evaluation in California by Stephanie Hicks http://www.roanderson.com/uncategorized/49-7-million-available-for-local-levee-critical-repair-and-local-levee-evaluation-in-california/#comment-72 Stephanie Hicks Tue, 15 Nov 2011 20:01:03 +0000 http://www.roanderson.com/?p=1632#comment-72 Hi Tim, Are you looking for a research grant or do you have a specific project in California in mind? This particular funding program funds the design and repair of existing flood control facilities in the state of California. The proposal solicitation package, attached in the link in my blog, goes into greater details about eligible projects. If you are looking for funding for general research, feel free to respond to my email address. I may be able to identify another funding source that will fit your needs. Hi Tim,

Are you looking for a research grant or do you have a specific project in California in mind? This particular funding program funds the design and repair of existing flood control facilities in the state of California. The proposal solicitation package, attached in the link in my blog, goes into greater details about eligible projects.

If you are looking for funding for general research, feel free to respond to my email address. I may be able to identify another funding source that will fit your needs.

]]> Comment on $49.7 Million Available for Local Levee Critical Repair and Local Levee Evaluation in California by Tim Christensen http://www.roanderson.com/uncategorized/49-7-million-available-for-local-levee-critical-repair-and-local-levee-evaluation-in-california/#comment-71 Tim Christensen Mon, 14 Nov 2011 13:54:39 +0000 http://www.roanderson.com/?p=1632#comment-71 Ok before Katrina, I was working on developing a seepage cut off delivery system using concrete interlocking panels. The concrete panels were jetted into the subsoil on the back side of the rip rap. The panels were approximately three foot long nine inches wide and 10 feet tall. (Test panels) I successfully jetted the panels into the sub soil in six minutes. I would like to be granted to continue my research. Sincerely, Tim Christensen Ok before Katrina, I was working on developing a seepage cut off delivery system using concrete interlocking panels. The concrete panels were jetted into the subsoil on the back side of the rip rap. The panels were approximately three foot long nine inches wide and 10 feet tall. (Test panels) I successfully jetted the panels into the sub soil in six minutes. I would like to be granted to continue my research. Sincerely, Tim Christensen

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