Loading...
HomeMy WebLinkAbout26IWC3-Engineer's Restoration Plan 2-19-2026From:Mark Desrosier To:Stacy Radford Subject:Fwd: 428 Fire St - Trench detail Date:Thursday, February 19, 2026 9:29:11 AM Attachments:PRELIMINARY TRENCH DETAIL.pdf CAUTION: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Cordially, ---------- Forwarded message ---------From: JOHN MARTUCCI, PE <john@lbmengineering.com> Date: Tue, Jan 13, 2026 at 3:49 PMSubject: 428 Fire St - Trench detail To: Mark Desrosier <mark@allfloorsdeco.com> Good after noon, Mark, Attached is a preliminary detail of the trench. I am showing a 36" wide x 12" deep concrete trench filled with 5" to 6" riprap. A layer of filter fabric will separate the riprap from the processed travel course (2"-minus). The riprap should have enough open space to lower the water surface elevation soon after a large storm. Big storms will always over top the road. I think 3 - 6" PVC pipes would do a better job. We can use the pipes as a feasible and prudent alternative. I think the wetlands meeting is this Thursday night. Please call me when you have a chance John R. Martucci, P.E. LBM Engineering, LLC 11 Hally LaneColchester, CT 06415-2133 860-416-9809 LBMEngineering.com