state of hawaii · honolulu, hawaii 96819 february 9, 2018 chairperson and members board of land...
TRANSCRIPT
Item J-4
State of Hawaii DEPARTMENT OF LAND AND NATURAL RESOURCES
Division of Boating and Ocean Recreation Honolulu, Hawaii 96819
February 9, 2018
Chairperson and Members Board of Land and Natural Resources State of Hawaii Honolulu, Hawaii Land Board Members:
SUBJECT: APPROVE THE INSTALLATION OF THREE EXISTING OFFSHORE MOORINGS DECLARE EXEMPTION FROM REQUIREMENTS OF CHAPTER 343, HAWAII REVISED STATUES, AND TITLE 11, CHAPTER 200, HAWAII ADMINISTRATIVE RULES, LAHAINA ROADSTEAD OFFSHORE MOORING AREA, LAHAINA, ISLAND OF MAUI, FOR HONE HEKE CORPORATION DBA EXPEDITIONS.
REQUEST: The Division of Boating and Ocean Recreation (“DOBOR”) is requesting that the Board of Land and Natural Resources (“Board”) approve the installation of three (3) existing offshore moorings within the Lahaina Roadstead Offshore Mooring Area and declare the installation exempt from the requirements of Chapter 343, Hawaii Revised Statutes, and Title 11, Chapter 200, Hawaii Administrative Rules to prepare an Environmental Assessment (“EA”), due to the use of submerged State land. The applicant, Hone Heke Corporation DBA Expeditions (“Applicant”), uses three (3) existing offshore moorings installed within the Lahaina Roadstead Offshore Mooring Zone that have been in place for several years. They are requesting that the Board approve the installation of the offshore moorings and declare their installation exempt from the requirement to prepare an EA, as required by Chapter 343, HRS, and Chapter 11-200, HAR due to the use of submerged State land. The Applicant’s request is attached as Exhibit A. PERMITS AND COMPLIANCE WITH STATE AND FEDERAL LAW: In order to comply with Federal Law (Section 10 of the Rivers and Harbors act of 1899), DOBOR is requiring that all offshore moorings under their jurisdiction obtain a permit from the U.S. Army Corps of Engineers (“ACOE”). In addition, to ensure that the mooring system is structurally sound, DOBOR is requiring that all offshore mooring permittees submit an Offshore Mooring Installation Plan, prepared by a licensed structural engineer, for approval. The Applicant has obtained a Nationwide Permit Verification from the ACOE authorizing the installation and use of the existing moorings. Mooring Installation Plans for all three (3) moorings, prepared by a licensed structural engineer, have also been submitted to and approved by DOBOR Engineering Branch. The ACOE Permit and approved Mooring Installation Plan are also attached with Exhibit A.
Declare Existing Offshore Moorings February 9, 2018 Exempt from EA Requirements Item J-4 Hone Heke Corporation DBA Expeditions Lahaina Roadstead Offshore Mooring Zone, Lahaina, Island of Maui
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Attachment: Exhibit A – Applicant’s request for approval of mooring, approved Mooring
Installation Plans, Nationwide Permit Verification Letter from Army Corps of Engineers
DEPARTMENT OF THE ARMY HONOLULU DISTRICT, U.S. ARMY CORPS OF ENGINEERS
FORT SHAFTER, HAWAII 96858-5440
Regulatory Division POH-2017-204
Hone Heke Corporation, DBA Expeditions Attention: Mr. Bill Caldwell 658 Front Street 127 Lahaina, Hawaii 96761
Dear Mr. Caldwell:
This is in response to your December 2, 2016, application for a Department of the Army (DA) permit in order to construct three mooring buoys for commercial vessels. It has been assigned number POH-2017-204, Lahaina Bay, which should be referred to in all future correspondence with this office. The project sites are located in Lahaina Bay near Lahaina, Maui in Hawaii at the following locations:
a. Mooring Buoy one (1), identified as Expedition 4, 20.8696° N, -156.6841° Wb. Mooring Buoy two (2), identified as Expedition 5, 20.8775° N, -156.6886° Wc. Mooring Buoy three (3), identified as Expedition 6, 20.8691° N, -156.6851° W
DA permit authorization is necessary because your project will involve work in and the placement of structures into waters of the U.S. under our regulatory jurisdiction. The project descriptions are as follows:
a. Expedition 4: This project is in references to an already installed (2003) single pointmooring buoy for commercial vessels deployed in approximately 56-foot deep water,located approximately 2,243-linear feet from the shoreline in Lahaina Bay nearLahaina, near the Island of Maui at 20.8696 N, -156.6841° W. The existing mooringanchoring system is comprised of two 3800 pound concrete blocks with one MR-SRManta anchor installed at a minimum of 7-linear feet below the seafloor. The anchor isattached to one of the cement blocks via 3/4-inch galvanized mooring chain which issegmented at the sea floor surface and connected via 3/4-inch galvanized bolt anchorshackles and seizing wires. The dimensions for the concrete blocks are 5-linear feet inlength by 18-inches in height by 5-linear feet in width. A 3/4-inch galvanized“Campbell” dock chain 10-linear feet in length is wrapped around and connected at thecenter of both cement blocks via 3/4-inch galvanized bolt-anchor-shackles and seizing-wire. A 5/8-inch mooring chain 4-linear feet in length connects to a 12-inch float via a1-inch swivel and 3/4-inch shackle.
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The float is connected to a 1 1/2-inch “blue steel” 3 strand rope approximately 54-linear feet in length with thimble eyes on both ends and a second float attached to the rope near the terminus of the rope. The rope, in turn, connects to a 5/8-inch galvanized mooring chain via a 5/8-inch galvanized bolt-anchor-shackle and seizing-wire which is connected to 1-inch forged eye-to-eye swivel to the rope. The mooring chain is 50-linear feet in length and connects to the 1-inch swivel via a 5/8-inch shackle then to a 32-inch mooring buoy. The mooring buoy has a 1-inch Masterlink which attaches via two 7/8-inch shackles with seizing wire to two 30-linear feet in length, 1 1/4-inch 3-strand nylon ropes. The mooring chain threads through the center of the buoy and connects to the Masterlink via a 7/8-inch bolt shackle with seizing wire. The total length of working chain and rope is approximately 145 feet. All of the mentioned hardware has replaced old and is new since 2017.
b. Expedition 5: This project is in references to an already installed (2015) singlepoint mooring buoy for commercial vessels deployed in approximately 53-footdeep water, located approximately 2,000-linear feet from the shoreline in LahainaBay near Lahaina, near the Island of Maui at 20.8775° N, 156.6886° W. Theexisting mooring anchoring system is comprised of two (2) 3800 pound concreteblocks with one MR-SR Manta anchor installed at a minimum of 7-linear feetbelow the seafloor. The anchor is attached to the cement block via 3/4-inchgalvanized mooring chains which are segmented at the surface and connectedvia 3/4-inch galvanized bolt anchor shackles and seizing wire.
The dimensions for the concrete block are 5-linear feet in length by 18-inches in height by 5-linear feet in width. A 3/4-inch galvanized “Campbell” dock chain 10-linear feet in length is wrapped around and connected at the center of both blocks via 3/4-inch galvanized bolt anchor shackles and seizing wire. A 5/8-inch mooring chain 15-linear feet in length connects to 12 inch float via a 1-inch swivel with a 3/4-inch shackle. The float is connected to a 1 1/2-inch “blue steel” 3-strand rope approximately 40-linear feet in length with thimble eyes on both ends and a second float attached to the rope. The rope, in turn, connects to a 5/8-inch mooring chain via a 3/4-inch galvanized bolt anchor shackle and seizing wire which is connected to 1-inch forged eye-to-eye swivel to the rope. The mooring chain is 30-linear feet in length and connects to a 32-inch mooring buoy. The mooring buoy has a 1-inch Masterlink which would attach to two 7/8-inch shackles to two 30-linear feet in length, 1 1/4-inch 3-strand nylon ropes with eye splices and hawser thimbles on the shackle ends and eye splices on the other end. The mooring chain threads through the center of the buoy and connects to the Masterlink via a 7/8-inch bolt shackle with seizing wire. The total length of working chain and rope is approximately 115 feet. All of the mentioned hardware has replaced the old and is new since 2017.
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c. Expedition 6: This project is in references to an already installed (2006) single pointmooring buoy for commercial vessels deployed in approximately 76-foot deep water,located approximately 2,630-linear feet from the shoreline in Lahaina Bay nearLahaina, near the Island of Maui at 20.8691° N, 156.6851 ° W. The existing mooringanchoring system is comprised of two 3800 pound concrete blocks with two MR-SRManta anchors installed at a minimum of 7-linear feet below the seafloor. The anchorsare attached to each of the cement blocks individually via 3/4-inch galvanized mooringchain which is segmented once it extends out of the sea floor and is connected via a3/4-inch galvanized bolt anchor shackle and seizing wire to another 3/4-inchgalvanized mooring chain that in turn is connected to one of the cement blocks via a3/4-inch shackle.
The dimensions for the concrete blocks are 5-linear feet in length by 18-inches in height by 5-linear feet in width. A 3/4-inch galvanized “Campbell” dock chain 22-linear feet in length is wrapped around and connected at the center of both cement blocks via 3/4-inch galvanized bolt anchor shackles and seizing wire. A 5/8-inch mooring chain 46-linear feet in length connects to a 5/8-inch galvanized chain via 3/4-shackle which connects to a 12-inch float via a 3/4-inch shackle. The float is connected to a 1 1/2-inch “blue steel” 3-strand rope 75-linear feet in length with thimble eyes on both ends and a second float attached to the rope near the terminus of the rope. The rope connects to a 3/4-inch galvanized mooring chain via a 3/4-inch galvanized bolt anchor shackle and 1-inch swivel. The mooring chain is 50-linear feet in length and connects to a 32-inch mooring buoy. The mooring buoy has a 1-inch Masterlink which would attach to two 30-linear feet in length, 1 1/4-inch 3-strand nylon ropes via 7/8-inch shackles with seizing wire. The mooring chain threads through the center of the buoy and connects to a 1-inch Masterlink via a 7/8-inch bolt shackle with seizing wire. The total length of working chain and rope is approximately 205 feet. All hardware has been replaced in 2017.
Based upon the information and plans you provided, we hereby verify that the work described under item “a” above, which would be performed in accordance with the enclosed plan (sheets 1-3), dated November 14, 2017, is authorized by Nationwide Permit (NWP) No. 09, Structures in Fleeting and Anchorage Areas. The work described under item “b” above, which would be performed in accordance with the enclosed plan (sheets 1-3), dated November 14, 2017, is authorized by NWP No. 09, Structures in Fleeting and Anchorage Areas. The work described under item “c” above, which would be performed in accordance with the enclosed plan (sheets 1-3), dated November 14, 2017, is authorized by NWP No. 09, Structures in Fleeting and Anchorage Areas. NWPs No. 09 and their associated Regional and General Conditions can be accessed at our website at www.poh.usace.army.mil/Missions/ Regulatory/Permits. You must comply with all terms and conditions associated with NWPs No. 09.
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Further, please note General Condition 30 requires that you submit a signed certification to us once any work and required mitigation are completed. Enclosed is the form for you to complete and return to us.
This verification is valid until the NWPs are modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified, reissued, or revoked prior to March 19, 2022. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued.
Please contact me via email at [email protected], by mail at the address above or by phone at (808) 835-4303 if you have questions. For more information about the Regulatory Program, please visit our website at www.poh.usace.army.mil/Missions/Regulatory.
Sincerely,
Tunis W. McElwainChief, Regulatory BranchHonolulu District Enclosures:
1. Certification2. Expedition 4 Plan Sheets 1-33. Expedition 5 Plan Sheets 1-34. Expedition 6 Plan Sheets 1-3
US Army Corps of Engineers Alaska District Permit Number: POH-2017-204 Name of Permittee: Hone Heke Corporation DBA Expeditions Date of Issue: Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to Mr. Tunis W. McElwain at the following address:
U.S. Army Corps of Engineers Honolulu District, Regulatory Branch Fort Shafter, Hawaii 96858-5440
Please note that your permitted activity is subject to a compliance inspection by an U.S. Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension, modification, or revocation. I hereby certify that the work authorized by the above-referenced permit has been completed in accordance with the terms and conditions of the said permit, and required mitigation was completed in accordance with the permit conditions. _________________________ _______________________ Signature of Permittee Date
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