Preapplication Conferences & DRG Meetings
12/9/2020 4:15:45 PM
12/9/2020 4:15:42 PM
Applicant Name (LN, FN)
John & Colleen McIntyre, Barton Waring
McIntyre/Warning seawall repair
5003 - 5005 Croatian Way
DRG Routing - Final
\Planning\Preapplication Conferences & DRG Meetings\PRE-2020-0018
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
All rights reserved.
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Download electronic document
View plain text
Page 1 of 3 <br /> <br />August 2, 2020 <br /> <br />To: Meg Amos, <br />Marine Surveys & Assessment <br /> 380 Jefferson Street <br /> Port Townsend, WA 98368 <br /> <br />RE: Pre Application Conference Pre-2020-0015 – Croatian Way Seawall Repair <br /> <br />A preapplication meeting for the above-referenced proposal was held on July 28, 2020. The following <br />comments are provided: <br /> <br />PLANNING, COMMUNITY & ECONOMIC DEVELOPMENT: <br />General <br />The proposed project aims to fully repair the existing bulkhead and replace failed areas closest to <br />the marine shoreline with new hard armoring. New fill may be added to the existing bulkhead. <br />Beach nourishment is also being proposed to reduce further erosion to the beach and minimize <br />impacts to forage fish. <br /> <br />The existing Waring bulkhead is 83 ft. long and 7 to 8.5 ft. tall (at the current beach elevation), while <br />the McIntyre bulkhead is 88 ft. long and 9 to 10 ft. tall (at the current beach elevation). The existing <br />toe is 12 inches wide by 8 inches deep and does not contain any steel rebar. The existing <br />McIntyre/Waring bulkhead is currently being undermined because it does not extend deep enough <br />to be protected from erosion. <br /> <br />The proposed bulkhead replacement will stabilize the toe of the slope and extend the bulkhead <br />deep enough that there will be no undermining to protect uplands from further erosion, as the <br />HTL/OHWM is at the face of the bulkhead. The proposed project will be located landward of the <br />outer (seaward) edge of the existing toe to comply with WAC 220-660-370 which, allows no <br />waterward expansion from the concrete toe of the existing structure. <br /> <br />Zoning Designation <br />1. The property is Residential Low Density 2; the Land Use designation in the Comprehensive Plan <br />is Residential Low Density 2. Shoreline armoring associated with Single Family Residential is <br />considered a permitted use. <br /> <br /> <br />Anacortes Planning, Community & Economic Development Dept. <br />Permit Center <br />P.O. Box 547, Anacortes, WA 98221-0547 PH (360) 299-1984 <br />Don Measamer, Director of Planning, Community and Economic Development FAX (360) 293-1938
The URL can be used to link to this page
Your browser does not support the video tag.